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069-220-063
e: z- ON . _ 34 \ eq^22-63 Eugene H. Riggert r" - OS-1143 069-220-U63 , 72 Apache Circle, lot 255, KR#3, Oro. LANTDES,ROBERT•' . Permit#5867-.76B(support structure/ _ �2 APACHE CIRCLE,`OROVILLE t ' MH) Cont: HYSMITH CONST - NEW PRI DET GARAGE Permit #58 8-76P;E(uti ELEC GAS SUPPOR RUCTURE REQ. COMPACTION TEST DEQ. / ,\& contr: Earle Towne, Paradise Permit #6389-76MHI� Issued - {I Contr: Earle Towne Permi #6718-76P(plbg for 5868-76' MH 6 �o t Pe 't #4.158e77B,E(new private gara ° w/covere eck) I_ 3 .. Permit #6435- ,E(pr r- , age, ces 4158-7 V" 9- 22 Permi 5030-80B,E(new pri.garage W/open deck on r 69-22-63 Permit#3320-83B(1 & 2nd newa 5030-8 9-22=63 Permit#3795-84B(3r & 4th renew 1� 080 80) ermit -69-22-63 36-85B(Sth renewa l'/5030-80 I` 069-220-063 , 0 SHADWICK, KA YL , INALE 72 :APACHE CIRCLE, OROVI CONT: SIERRA MH EX MH ON PERM FND FMA- - BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds PERMIT. NO. BPO51143 LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under Issued Date: 07/07/2005 APN: 069-220-063-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Pro Bions Code, and my license is in full force and effect. Site Address: 72 APACHE CIR ORO License Class: Lic nse Number: IV 1111 � � Index: 1���Map Date: _ _ _ / 1 7 ontractor. —OWNER43UILDER Description: DET GARAGE (480) DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Owner: CANOES, ROBERT G AND VIVIAN K Business and Professions Code: Any -city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a 72 APACHE CIR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966-3957 she is exempt therefrom and the basis for the alleged exemption. Any 530-589-4791 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: HYSMITH CONSTRUCTION owner of property who builds or improves thereon, and who does RICK HYSMITH such work himself or herself or through his or her own employees, 10480 N STREET provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one LIVE OAK, CA 95953 year of completion, the owner -builder will have the burden of 530-695-8784 proving that he or she did not build or improve for the purpose of sale.). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: HYSMITH CONSTRUCTION and who contracts for such projects with a contractor(s) licensed RICK HYSMITH pursuant to the Contractors' Stale License Law.). 10480 N STREET ❑ I am Exempt under Article 3 of the Business and Professions Code LIVE OAK, CA 95953 530-695-8784 Date: Owner: License #: 791117 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance car er and 'cy number are: Carrie Total Square Ft: 480 S.F. �� Policy #:_ Valuation: $11,520.00 ❑ 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith mpl w/iitthh those provisions. Date: v Applicant: WARNING: Fai to secure workers' compensation coverage is //^/ _ r 1 Q SC� .� C> unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. �(j' �✓`(.P_ CONSTRUCTION LENDING AGENCY This permit is her y issued under the applicable provisions of the Butte County Cody anrUor I hereby affirm that there is a construction lending agency for the Resolutio s o ork indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By:11 Date: PERMIT EXPIR S t in Address: Date O I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the Califomia Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any offiCial form or 14ocumant f BuIle County. I hereby represen Butte County to the d.-\ authorize alives of enter upon above mentioned property for inspection purpose Print Name: f Signature: Date: ❑ Owner Contractor ❑ Agent for Owner O Agent for Contractor ojo� �4 or", 90 BUTTE COUNTY DEPARTME T OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS rnrn�p 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 "I q OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION IL` Website: www.buttecounty.net/dds o 1 "PLEASE PRINT CLEARLY" �/ 0 _? 7 /') -/IT) OWNER Last Name / (ve S Fi f% �' Address �S%tateC City r 5/ ,+IF Phone 5957571 Fa O _5? C? 97171 E-mail CONTRACTOR Name Address City_ E-mail Name Address City Phone E-mail Name Address City -Phone E-mail Cl ARCHITECT/ENGINEER State I Zip Fax State License Number TION AP# PERMIT NO. BIN # Property Address e. }/C/ / LU I City Street I WORKER'S COMPENSATION I Policy Number other than license contractors, a certificate of worker's be shown at the time of permit issuance. . ENDING AGZ Description or Scope of Work: r00) __-�a ~''^ 0101 - Sq. Footage 0 Structure Built without Permits 0 Proposed Change of Occupancy 1 (Note previous use): APPLICANT NAME EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans -and fee will be State I required. REQUEST FOR REFUNDS _1_Cr_ / I FRX — Refiindc ran nnly hr mnrte nnnn writtrn.rf-niiect by the nercnn whn -_APPLICALVT,,WNAAJRE WVPRWO,�,, 9-Cowe" For office use only: Zoning Flood Zone SRA I Yes No Occ. Type Const. Subdivision Name Map Pook Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS L K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 t permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Receipt Dater d� I Amount: J ` ' t l/ Bldg Jfq__d2 SRA Sheriff SMIP Other Total REV 2-24-05 A V, -7"q, �- 6b M 4qlO utte County Department of Development Services JNNE CHRISTOPHER, DIRECTOR County Center Drive roville, CA 95965 30) 538-7601 Telephone 30) 538.7785 Facsimile TO: FROM: QSUBJECT Z DATE: WILLDAN Scott Rutherford (530) 538-7160 o�UT TFo 0 I � 0 0 0 00 o CSU N'�y sruthertord@buttecounty. net Plans Transmittal For Review Per Contract 5/3/2005 Applicant: Landes, Robert Permit No: 05-1143 Project Type: Garage APN: 069-220-063 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other OWNER COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET LG f) &e_s ASSESSOR PARCEL NUMBER of 3 Proposed Building Use: Lek ` k CXCA Y Permit Technician: Date: Items required in order to apply for a per i.11 boxe tJST be checked OR marked NA in orde -to apply. %' 1. Site plans, 3 or 4 sets, signed` preparer-Ahe plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. - 3. Engineered plans, 3 or 4 sets, witAvet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from, I ngineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these ..must be be stamped and wet -signed by the engineerand wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form ❑ < 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer cir and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑moi Erosion Control Plan Required........................................................................ Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ City of Chico Plumbing permit....................................................................... ❑ ,,,,� 22. Site plan and business license approval from the City of Biggs ..... .. ................. 23. California Department of Fores y plan approval IEI�aid. Sent b 24. Planning approval for (A) Use:(B)Parking:(C) Parcel heck:........ (ply ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ _1& 26. NPDES Form............................................................................................. , ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... �.•; '`";: ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... " ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... �,�. ❑ 30. Owner -Builder Verification (_ Given to owner _Mailed to owner) ..................... 31. Letter of Signature authorization..... 32. Recorded copy of Agricultural Acknowledgment Statement.................................�� ❑ 33. Existing violations and/or expired permits..............I........................................ ❑ 34. Deed Restriction .................................. ,........,................... ................ .......... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search registration or MCO ......................... ❑ 36. Other: ❑ 37. Other. I When issued Telephone I have been informed o Applicant: 1. Index permit a'pplicati . n 1 the items numbered: and holdeq pickup Ing a building permit. S 7g Date: Plan Check Letter Contrac , de'sigrteF, owner, was advised of the above data by 9 phone, ❑ mail, ❑ counter, b Date: onractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: I AJ i Date: Structural reviewed by: Date: Structural approved by: V Y I I Wklolrt Date: Note transfer by: Date: tj 1 o J�_- .1 Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER A.P. # PROPROSED BUILDING USE 1 DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES �01(� `(y� --- Balance Due ..................... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.). aq. r tg. X $0.03 = $ 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 8. SMIP J 9. OTHER 10. OTHER 11. OTHER At time of permit applicati as advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed duringthe pla checking process. APPLICANT//:z--.�/%"DAT Pursuant to Government CKe-Secti9fi 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the of appro al of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified i Government de Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) 0 TT C'0 U Nay A�Uc vVCF�S Department . C o u n t J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN I ACREi Project Description: Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information .or failure to apply for a. Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided bylaw. Signed: Title: Date: —�V Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 N4V W I LLDAN Serving Public Agencies June 23, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax: (530) 538-2140 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com COUNTY OF BUTTE PLAN REVIEW Status: APPROVED Willdan Project No: 14353-1626 Jurisdiction Job No: 05-1143 Assessor's Parcel No: 069-220-063 Applicant: Robert Landes Description: Landes Garage Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The revisions were in response to a previous plan review and comments listed in our letter dated May 26, 2005. The plans and documents provided for this review that have been found in compliance with the applicable codes are: • Plans: Two (2) copies Site Plan and sheets 1 through 4 dated 03/28/05, by Jerry Mitchell. Two (2) copies Assessor's Map revision dated 11/13/02. • Structural Calculations: Two (2) copies 1 page dated 6/2/05, by Matthew McKisson, Architect. • Truss Calculations: Two (2) copies dated 03/28/05, by Homewood Truss. • Miscellaneous Documents: Two (2) copies siding report, dated 1/1/05, by ICC. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC." • Part 3, known as the California Electrical Code and abbreviated herein as "CEC." • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC." • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC." • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS." CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans. Specific Type of Type of Stories Total Sq Ft Use Occupancy Construction Garage U-1 V -N 1 480 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely, Michael LeBeau Ricardo Guiz�man, S.E. Plans Examiner Structural Engineer Cc: E-mail Alice Mefford at: amefford@buttecounty.net Robert G. Landes, 72 Apache Circle, Oroville, CA 95966 Fax: (530) 589-4791 :Page 2 of 2 Willdan .1.4353-1626 PC217 Butte County 05-1143 11. °• CDF FIRE SAFE REQUIREMENTS AP# l0 q" z 2e PERMIT # 05• NAME Under authority of Public Resources Code Sec. 4290, the following checked items'are required T by the Butte County Fire Department and made a part of this permit. These requirements are 11 Jl minimums and may be superseded by Butte County local regulations, which equal or exceed i these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards Pq All driveway surfaces and .structures (bridges, culverts and other ~Surface. :.appurtenant structures which.supplement'the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans F and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. Driveway Radius R Pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. pq Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. pq Width. All driveways shall provide a minimum 10 -foot traffic lane and T T unobstructed vertical clearance of 15 feet along its entire length. U Pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates pq 1. Gate entrances shall be at least two feet wider than the roadway E they serve. 2. The gates must be located at least 30 feet from the roadway and M shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T S Setback for Structure Defensible Space ;_ ... _ . Pq .. Maintenance of Defensible Space. To ensure continued maintenance of . properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. `AII parcels 1,acre and larger shall provide a'minimum 30 -foot setback for buildings`and accessory buildings from all property lines and/or the center of the road. , • ` 2. For parcels less than 1 acre, local jurisdiction shallP rovide for the same practical effect. See 'Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building T x permit inspection. . E Other Requirements [ ] If Building Setback is 15 to 30 Feet: �. Class A or B roof R Enclosed eaves If Building Setback is Less Than 15 Feet — E Class A or B roof with enclosed eaves and choose'any 2 of the following: Q ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco - 3 coat 1 o Hardi-Board or Plank o Masonry T o Masonry Veneer x o Metal o Other Butte County Fire Department approved materials [l . M . E Date ignature T+ n/ Y Matthew McKisson PROJECT SHEET NO. Architect LAWbE�G 65i47-6,c5l✓ OF_I - 52 APP�HF - KeLL-Y 17-1.bb� 1490 Hlghway 99, Suite B o` F;„? I�oVtilc.L.�-�. C.A� Gridley, California 95948 V\ DATE WIND hove(:� 15 MM4 /4.5-, Ce d151= cHlrG(= 2' WIDE lcANELs C 7' 14.5 24� x Kdtl` = 16eo* 4 � �- 4- TzzaSs d-11r�L 4' 6v&R.AC�e boor- V, z' 14D U, v, 2' Z+ ' L0UlG1aN%; PPGf{�(G s,w�ctrslDE pAnll✓L S(brt�X� #'ECL Wp-p--I*.4 -1- � 4- 7/140” 0,6 -MC;) PANEL Slr*Z& W/ gA 3 u O. G. a 9 -SO -ALL-0V US JS -4,)< tom. Zx Usk' 3x SILL MIa. Gi?G SLI✓ 2z -z,-1(• I-( 3 ase s% 4F�r2;, U sl: 2 1/z X 12- ` L,0m6 &►c Fob- t:t=) atm 7 x9>46 =s8 1, = 294c* USE SIMFlt-:�Oril PN r72 C S&1 o" ALLoui4w-LE � f lal u Vowni Lu/ S IMr'SD� S 5Ti3 Ilv 410NO CL- F-st»c4� toy t-orz- = 3s fE= BUTTEE COUNT BUILDING DIVISI ARt d` WTTHEY CKISSON C-19423 EXP._Q7 20 ' u " LP® SmartSide® - Panel Siding SEARCH GO Lm 't . staing a Extefio r yft P6ne.I1 Si` , A3, Choose The 'Bold Look Of Cedar BUTTE COUNTY BUILDING DIVISION APPROVED LP SmartSide@ panel siding is the versatile choice when finishing any style home. It boasts an incredible strength -to - weight ratio. 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C. /$" 4' 8' (2�t3 rm) . 9' (eS43mm) . 10' (30 $mm) 7/ 16" ( 11mna) 4" O.C. 5/811 4' 8' (208Tur.) . 9' (274�mm) . 10' (bG48mm) 7/ 16" ( Bfmm) NA 4' 8' (208a;m) . 9' (2743mm) . 10' (3048mm) Na Groovs $" O.C. 3/8" 4' 8' (208nn) . 9' (2743mm) . 10' (3048irm) 19,+' r2" (1 5;mm) 8" O.C. II 2" e4' 8' (243&rn) _ 9' ( j'7 4'!?mm) . 10' ( 3048mn) Home / Legal Terms / Privacy Policy /Site Map hq://www.lpsmartside.com/Inner.aspx?content=InfoPan'el 5/26/2005 LP® SmartSide(& - Technical Data SEARCH Lptd� Stding & Emenor THm 74�chni'cah Dat& Burnt Around Your bleeds Page 1 of 2 All LP® SmartSideO products offer tremendous flexibility, so you can build your homes without compromise. Take a closer look at the following specs, and see how LP SmartSide fits into your design plan. • MSDS • Specs & Sizes • Maintenance & Warranty LAP SIDING The 44' l6eYe1 s-ives LP„ SmartSide Biding a natural drip.edgc, "ae'd allows for m' ai5tori to>iun off marc easily. la (% iE°� _.I 14ftv)(7'1v 20ikrm)(WfI- worm"). The �4. 2Ps218 22''11=V:6� & PANEL SIDING 7`.LP'SriiartSlde 7/16°,Panel_4" &-8'° O C: 4— I. 4g'trir 1286mm 1 4r 11219MIj .•e�ican�ansa�rv,� -._._� o_' S:ftmm afn2s� �o r�o� "LP SmarlSlde'7/16'Pantl'(No''Groove) a� 48" l+r 1236mn! -r. Q812fi 47'fr 1241men — @. `2�' 58rt� ' " dA125• ��" 8mm fi _' ,.LP,;'SmartSide`''3/.8°.Panel 87`O.C, i., ,. {� arl'`'Taf" 8 I•---- 481 Te pt (Weas" to outsldo of bead) $!I i 1 -Iron WE mem rpat Ta wl Taw TRIM — FASCIA http://www.1psmartside.com/Inner.aspx?content--InfoSupportData 5/26/2005 --� � LEGACY REPORT NER-124 January 1, 2005 ICC Evaluation Service, Inc.I Busmess/Regfonal Office ■ 5360 Workman Mill Road, Whittier, California 90601 ■ (562) 699 -OW www.icc-es.org Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 Legacy report on the 2000 International Building Code®, the BOCA" National Building Code/1999, the 1999 Standard Building CodeiD, the 1997 Uniform Building CodeT", and the 2000 International Residential Code, the 2002 Accumulative Supplement to the International CodesTM DIVISION 06 - WOOD AND PLASTICS Section 06160 - Sheathing DIVISION 07 - THERMAL AND MOISTURE PROTECTION Section 07460 - Siding LOUISIANA-PACIFIC CORPORATION 4756 MUNGER SHAW ROAD SAGINAW, MINNESOTA 55779 (218) 729-0291 www.smartside.com 1.0 SUBJECT 1.1 Oriented Strand Board Roof and Wall Sheathing 1.2 Combination Subfloor/Underlayment 1.3 Stair Treads 1.4 SmartSide LapTm and SmartSide PanelTM Siding 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 2.1 Structural Performance 2.2 Weather Resistance 3.0 DESCRIPTION 3.1 GENERAL Louisiana-Pacific Corporation (L -P) oriented strand board panels are for use as roof and wall sheathing, combination subfloor/underiayment, and lap and panel siding. The strands in the surface layers of the panels are oriented along the length of the panels while the strands in the core of the panels are oriented randomly or along the width of the panels. The strands are bonded together by a heated pressure - forming process in accordance with the approved quality control manual referenced in Section 6.2 of this evaluation report. The panels have a density of approximately 40 pcf (640 kg/m3) and are supplied in 4 foot (1219 mm) widths and 8 foot (2438 mm) lengths. They are available in 1/4-, 3/8-, 7/16-, 15/3/4_. - an-inc 32-� 1/ 2-� 19/ 32"� 5/ 23/ 8 � 32"� 1d 11/h6.4, 8 ( 9.5, 11.1, 11.9, 12.7, 15.1, 15.9, 18.3, 19.1, 22, 25.4, and 28.6 mm) thickness. The 19/32-- 5/8-, 23/32-, 3/4-, 7/8-, 1- and 11/8 -inch (15.1, 15.9 18.3, 19.1, 22, 25.4 and 28.6 mm) thickness of combination subfloor/underlayment panels are available with tongue and groove edges. All panels shall be installed with a minimum 1/8 -inch (3.2 mm) gap along all panel edges and ends. Unless otherwise specified, the panel shall be fastened with 6d common nails for thicknesses through 1/2 -inch (12.7 mm) and 8d for greater thicknesses. Nails shall be spaced 6 inches (152 mm) on center along panel edges and 12 inches (305 mm) on center along intermediate supports, except for 48 -inch (1219 mm) spans where the maximum spacing is 6 inches (152 mm) on center along intermediate supports. In areas where the design wind speed specified by the applicable code is greater than 80 mph, the designer shall determine the need for denser nailing patterns on roof sheathing. Fasteners shall be placed with a minimum panel edge distance of 3/8 -inch (9.5 mm). A 3/4 -inch (19.1 mm) expansion joint with separate framing members shall be provided at intervals that preclude continuous sections of panels exceeding 80 feet (24 384 mm) in length. A 1/2 -inch (12.7 mm) gap shall be provided between the panel edge and concrete or masonry walls. Cutouts shall be oversized for plumbing and electrical systems to avoid tight fitting contact between piping or conduit and cut out panel edges. Oriented strand board panels have been evaluated in accordance with the American Plywood Association (APA) PRP -108; "Performance Standards and Policies for Structural -Use Panels" (NER-108) as: 1. APA Rated Sturd-I-Floor 2. APA Rated Sheathing 3. APA Structural I Rated Sheathing 4. APA Rated Siding The panels are permitted to be used in horizontal diaphragms to resist wind and seismic forces when installed in accordance with Table 1 of this report. The unblocked values shown in Table 1 also apply to assemblies with panels having tongue and groove joints along the longitudinal panel edges. Structural use panels are used as roof and wall sheathing. 3.2 ROOF SHEATHING Oriented strand board panels are available as Rated Sheathing and Structural I Rated Sheathing. The panels, used as roof sheathing, shall be protected by an approved roof covering material. The panels are manufactured with roof span ratings of 16, 20, 24, 32, 40, and 48 inches (406, ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warrpmy e e r rim lied as to any finding or other matter in this report, or as to any product covered by the report. �� Copyright© 2005 BUILDING. DIVISION APPROVED Page 1 of 9 Page 2 of 9 NER-124 508, 610, 813, 1016, and 1219 mm). The allowable live load applied to the panels shall not exceed those in Tables 2 and 3 of this report, and the dead loads shall not exceed 10 pounds per square foot (0.479 kN/m2). All panels shall have edge support, span and load conditions as indicated in Tables 2 and 3. They shall be installed over two or more spans with the long panel dimension perpendicular to supports except as provided in Table 3. Roof sheathing panels shall be fastened with 8d common nails for thickness through 1 inch (25.4 mm). 3.3 WALL SHEATHING Oriented strand board panels are Rated Sheathing and Structural I Rated Sheathing. The panels are manufactured with wall sheathing span ratings of 24 inches (610 mm). Panels identified as Exposure 1, used as wall sheathing, are considered water -repellant panel sheathing under the code and shall be covered with an approved exterior wall covering complying with the code. When panels are used in lieu of let -in corner bracing, all horizontal joints shall have 2 -inch by 4 -inch (51 mm by 102 mm) solid blocking. Panels 1/2 inch (12.7 mm) and less shall be fastened with 6d common nails; 8d common nails shall be used for thicker panels. Nails shall be spaced 6 inches (152 mm) on center at panel edges supported by framing and 12 inches (305 mm) on center at other supports. Maximum allowable racking shear loads are indicated in Table 4 of this report. 3.4 COMBINATION SUBFLOOR/UNDERLAYMENT Sturd-I-Floor panels used as combination subfloor/underlayment shall not exceed the support spacing and loads indicated in Table 5 of this report. Panels intended for use under nontextile resilient flooring shall be covered with 1/4 -inch (6.4 mm) minimum thickness underlayment. If panels are square edged and resilient floor covering is to be applied directly, panel edges shall be supported by nominal 2 -inch thick (51 mm) lumber blocking. Where panels are covered with a 1/4 -inch thick (6.4 mm) underlayment or have tongue and groove edges, blocking is not required, except if required by Table 1 of this report. 3.5 STAIR TREADS Louisiana-Pacific 23/32 -inch (18.3 mm) and thicker OSB panels labeled APA Series —120 are permitted for use as stair treads spanning a maximum of 45 inches (1143 mm) between stringers. Stair tread width shall not exceed 12 inches (305 mm) between risers. The panels shall be supported at both front and back by a full length riser fabricated from any available APA panel grade at least 19/32- inch (15.1 mm) thick and fastened with 8d common nails. The treads shall be nailed to the front riser with 8d common nails spaced a maximum of 12 inches (305) mm) on center. The back riser shall extend down flush with, or past, the bottom tread and shall be nailed to the treads with 8d common nails spaced a maximum of 6 inches (152 mm) on center through the center of tread. To reduce splitting, 3/32- inch (2.38 mm) holes shall be predrilled on site at mid -thickness of the treads at locations receiving nails. In addition to nailing, gluing is permitted. 3.6 SmartSide TM SIDING SmartSide TM sidings are acomposite product consisting of an engineered wood substrate containing zinc borate, bonded to a phenolic resin -saturated, primed paper overlay with glue line. The overlay is embossed during the manufacturing process with a smooth or simulated rough -sawn cedar texture. A sealer is applied during the manufacturing process to all edges. The panels are 3/6-, 7/16-, or 19/32 -inch (9.5, 11.1, or 15.1 mm) thick and are manufactured in accordance with the approved quality control manual referenced in Section 6.2 of this evaluation report. Siding is produced as SmartSide LapTM and SmartSide PaneITM siding configurations: 3.6.1 SmartSide LapTM Siding SmartSide LapTM siding is available in widths of 6, 8, 9Yz and 12 inches (152, 203, 241 and 305 mm); thicknesses of 3/e and 7/16 inches (9.5 and 11.1 mm); and lengths of 16 feet (4877 mm). The siding is attached directly to framing members spaced a maximum of 16 inches (406 mm) on center for 3/6 -inch thickness and 24 inches (610 mm) on center for 7/16 -inch thickness or over one of the following nailable sheathings: Nominal 1 -inch (25.4 mm) boards with studs 16 or 24 inches (406 or 610 mm) on center. 2. Sheathing panels with a roof span rating of 24 inches (610 mm) or greater, with a long dimension placed either parallel or perpendicular to studs 16 or 24 inches (406 or 610 mm) on center. Sheathing panels with a roof -span rating of less than 24 inches (610 mm), with the long dimension placed either parallel or perpendicular to studs 16 inches (406 mm) on center. All installations of SmartSide LapTM siding shall be backed by a weather -resistive barrier as required by the applicable building code. Openings in, penetration through, and terminations of the SmartSide TM sidings are outside the scope of this report and shall be specifically approved by the code official in accordance with the applicable code. SmartSide LapTM siding joints shall be staggered over successive courses. For installation without nailable sheathing, lap siding joints shall occur over stud locations. SmartSide LapTM siding shall be attached with top nailing in which the nails are installed in the following manner: SmartSide LapTM Siding: Nails shall be placed at the top of the lap siding panel, 3/4 inch (19.1 mm) down from the upper edge. Each successive course of lap siding shall overlap a minimum of 1 inch (25.4 mm). Self -aligning SmartSide LapTM Siding: Nails shall be placed at the top of the SmartSide LapTM siding panel, 1/2 inch (12.7 mm) down from the upper edge. Each successive course of lap siding shall rest on the back rabbet and shall self align at an overlap of 13/16 inch (20.64 mm). Fasteners shall be corrosion resistant. Nails attaching lap siding directly to framing shall be 8d box nails. Nails shall penetrate the solid wood framing a minimum of 11/2 inches (38 mm). Page 3 of 9 Nails attaching the SmartSide LapTM siding to nailable sheathing shall be spaced at 8 inches (203 mm) on center maximum, along the top edge of the siding. The nails used to fasten the siding shall be 8d box nails. Nails used to attach lap siding to sheathing shall also penetrate the sheathing and framing at each stud location a minimum of 11/2 inches (38 mm). In areas using the Uniform Building Code, installation of SmartSide LapTM siding on studs spaced 24 inches (610 mm) on center is limited to maximum building heights of 40 feet (12 192 mm) in Exposure Category C locations where the basic wind speed does not exceed 110 mph (177 km/h). Where the wind speed exceeds 90 mph (145 km/h), siding greater than 6 inches (152 mm) in width installed on studs 24 inches (610 mm) on center, or siding greater than 8 inches (203 mm) installed on studs 16 inches (406 mm) on center, shall be fastened by either top nailing or conventional nailing, using two nails per stud for each piece of siding for a distance within 10 percent of the width of the narrow side of the building from the wall corners. In areas using the International Building Code, BOCA National Building Code, and Standard Building Code, SmartSide LapTM siding is permitted for applications where the negative wind pressure does not exceed 43 psf (2 kN/m2), calculated in accordance with the applicable code for components and cladding. The minimum specific gravity of the wood studs is 0.55, as southern pine. 3.6.2 SmartSide PaneITM Siding SmartSide PaneITM sidings are 4 feet (1219 mm) wide, 4 feet to 18 feet (1219 mm to 5486 mm) in length. SmartSide PaneITM Siding is available in 3/6 , 7/18-, and 19/32 -inch (9.5, 11.1, and 15.1 mm) thicknesses. The /8 -inch thick (9.5 mm) panels have a minimum groove thickness of 0.164 inch (4.2 mm) and a minimum shiplap thickness of 0.136 (3.5 mm). The x/16 inch thick (15.1 mm) panels have a minimum groove thickness of 0.235 inch (6.0 mm) and a minimum shiplap thickness of 0.150 inch (3.8 mm). The 19/32 -inch thick (15.1 mm) panels have a minimum groove thickness of 0.311 inch (7.9 mm) and a minimum shiplap thickness of 0.194 inch (4.9 mm). SmartSide PanelsTM shall be installed either directly to framing members or over one of the following nailable sheathing: Nominal 1 -inch thick (25.4 mm) boards with studs 16 or 24 inches (406 or 610 mm) on center. Sheathing panels with a roof span rating of 24 inches (610 mm) or greater, with the long dimension placed either parallel or perpendicular to studs 16 or 24 inches (406 or 610 mm) on center. 3. Sheathing panels with a roof span rating of less than 24 inches (610 mm), with the long dimension placed either parallel or perpendicular to studs 16 inches (406 mm) on center. • SmartSide PaneITM siding shall be installed with its long dimension oriented vertically. The 3/8. and 7/18 -inch thick (9.5 & 11.1 mm) panel siding shall be fastened to framing members with 6d box nails. The 19/32 -inch thick (15.1 mm) panel siding shall be fastened to framing members with 8d box nails. Nails shall penetrate wood framing a minimum of 11/2 inches (38 mm). Fasteners shall be corrosion resistant. NER-124 When SmartSide PaneITM siding is applied directly to the framing, the maximum spacing of the framing shall be consistent with the span rating of the SmartSide PaneITM siding, which is located on the panel's label. In areas using the Uniform Building Code, SmartSide PaneITM siding installed either directly to framing or over nailable sheathing, with the nails spaced 6 inches (152 mm) on center 3/8 inch (9.5 mm) in from panel edges and 12 inches (305 mm) on center at intermediate supports spaced 16 inches (406 mm) on center, is limited to maximum building heights of 40 feet (12 192 mm), in Exposure Category C locations, where the basic wind speed does not exceed 90 mph (141 km/h). Where the wind speed exceeds 90 mph (141 km/h), but does not exceed 110 mph (177 km/h), and studs are spaced 24 inches (610 mm) on center, the panel siding shall be attached to intermediate supports with the nails spaced 6 inches (152 mm) on center, maximum. In areas using the International Building Code, BOCA National Building Code and Standard Building Code, SmartSide PaneITM siding is permitted for applications where the negative wind pressure, as calculated in accordance with the appropriate code for components and cladding, does not exceed 37 psf (1.77 kN/m2), when using 6d box nails with wood studs having a minimum specific gravity of 0.55, e.g., southern pine. When using 8d box nails with studs having a minimum specific gravity of 0.55, panel siding is permitted for applications where the negative wind pressure does not exceed 43 psf (2.06 kNm2), as calculated in accordance with the appropriate code for components and cladding. Four -foot by eight -foot (1219 mm by 2438 mm) panel siding installed vertically, directly to framing, with a single row of nails penetrating both laps, nails spaced 6 inches on center at panel edges and 12 inches (305 mm) on center at intermediate supports, is an alternative to the wall bracing requirements for conventional wood frame construction specified in the applicable code for applications not requiring structural analysis. Minimum coverage area shall be as set forth by the applicable code for structural wood panels. The nails required for 3/8 and 7/16 -inch thick (9.5 & 11.1 mm) panels are 6d box nails. Nails used to attach 19/32 -inch thick (15.1 mm) panels are 8d .box nails. Shear values for panels applied directly to studs shall be no greater than those noted in Table 4. All SmartSide PaneITM joints shall occur at framing members and shall be protected with a continuous wood batt, approved caulking, flashing, vertical or horizontal shiplap or otherwise made waterproof. When the SmartSide PaneITM siding is installed over an approved foam plastic sheathing up to 1 inch (25.4 mm) in thickness, the siding shall be fastened with galvanized box nails of sufficient size to provide 11/2 inch (38 mm) penetration into the framing. 4.0 INSTALLATION Louisiana-Pacific Corporation's oriented strand board roof and wall sheathing, combination subfloor/underlayment and stair treads shall be installed in accordance with the provisions of the applicable code and the requirements of this report as outlined in Section 3.0. Louisiana-Pacific Corporation's SmartSide LapTM Siding and SmartSide PaneITM Siding shall be installed in accordance with the requirements of this report as outlined in Section 3.0. Additionally, the SmartSide LapTM and SmartSide PaneITM Page 4 of 9 Siding shall be installed in accordance with Louisiana-Pacific Corporation's Application Instructions for SmartSide LapTm and SmartSide PanelTm Siding. 5.0 IDENTIFICATION All Louisiana-Pacific Corporation oriented strand board OSB panels shall be labeled with the product designation, and bear the stamp of the quality control agency, APA—The Engineered Wood Association (NER-QA397), see Figure 1. The stamp shall contain the following information: 1. Mill number. 2. ICC -ES legacy report number (NER-124). 3. Reference to APA's "Performance Standards and Policies for Structural -Use Panels" (PRP -108). 4. Grade/exposure. 5. Span rating. 6. Panel thickness (in fractions of an inch). 6.0 EVIDENCE SUBMITTED 6.1 Louisiana-Pacific Corporation's: • Installation and Finishing Requirements for SmartSide LapTm Treated Engineered Wood Siding, dated March 1997. • Installation and Finishing Requirements for SmartSide PanelTm Treated Engineered Wood Siding, dated March 1997. 6.2 Copy of the quality control manual for products manufactured to meet or exceed the minimum requirements established in APA's "Performance Standards and Policies for APA Structural Use Panels," dated June 1985; July 1988 and December 1988. 6.3 Reports Nos. T870-45, dated December 1987, and R & D 87Q-1 dated January 1987, issued by the American Plywood Association in accordance with APA's Qualification Testing and Product Evaluation of Strand Board Siding. 6.4 Report on siding fastener head pull-through performance results using APA Test Method S-4, dated December 1, 1986, on 7/16 inch Louisiana- Pacific Corporation lap siding. 6.5 Test reports issued by APA in accordance with APA's "Performance Standards and Policies for APA Structural Use Panels" for Rated Sheathing: Report No. Date Thickness/Span Rating PT82Q-9 June 1982 1/4 -Wall -16 R&D870-35 Sept. 1987 3/8-24/0 PT82Q-9 June 1982 7/16-24/0 PT83Q-33 Nov. 1983 7/16-24/0 PT83Q-30 Nov. 1983 7/16-24/16 PT840-06 Jan. 1984 7/16-24/16 PT84Q-29 Sept. 1984 7/16-24/16 PT84Q-32 Oct. 1984 7/16-24/16 NER-124 PT840-36 Nov. 1984 7/16-24/16 PT850-25 June 1985 7/16-24/16 PT850-30 Sept. 1985 7/16-24/16 R&D860-3 March 1986 7/16-24/16 R&D87Q-34 July 1987 7/16-24/16 T880-14 Nov. 1988 7/16-24/16 PT840-38 Nov. 1984 1/2-32/16 R&D85Q-42 Jan. 1986 Y2-32/16 R&D86Q-15 April 1986 Y2-32/16 PT84Q-39 Nov. 1984 5/8-40/20 PT840-44 Dec. 1984 5/8-40/20 PT85Q-3 Feb. 1985 5/8-40/20 R&D860-10 May 1986 3/8 -Wall -24 R&D86Q-14 April 1986 3/8 -Wail -24 R&D860-42 Dec. 1986 15/32-32/16 T88Q-7 June 1988 19/32-40/20 T87Q-39 Dec. 1987 23/32-48/24 R&D860-31 Dec. 1986 3/4-48/24 6.6 Test reports issued by APA in accordance with APA's "Performance Standards and Policies for APA Structural Use Panels" for Sturd-I-Floor: Report No. Date Thickness/Span Rating PT81Q-24 Sept. 1981 21/32-16" on center 3/4-24" on center PT84Q-40 Dec. 1984 5/8-20" on center PT85Q-1 Feb. 1985 5/8-20" on center R&D870-29 Aug. 1987 19/32-20" on center T880-28 Sept. 1988 1/32" on center T88Q-32 Dec. 1988 23/32-48/24 6.7 American Plywood Association Report No. T91 0-11, dated July 2, 1991, on qualification tests of 19/32 -inch OSB panel siding. 6.8 Letter prepared by American Plywood Association, concerning testing of OSB panels for use as stair treads, dated May 16, 1995, signed by Richard A. Carlson. 6.9 American Plywood, Association Report No. T91 Q-20, dated October 18, 1991, on qualification tests of 19/32 - inch OSB panel siding. Page 5 of 9 NER-124 6.10 Structural calculations, prepared by APA The 7.1 Installation of the OSB sheathing and underlayment Engineered Wood Association, dated July 26, 1995, and SmartSide TM sidings shall comply with this report signed and sealed by William A. Baker, P.E. and the applicable model code. 6.11 Quality control manual for the Tomahawk oriented strand board plant; located in Tomahawk, Wisconsin; dated June 12, 1997. 6.12 Quality control manual for the L -P Corporation Northern Division; located in Two Harbors, Minnesota; dated June 22, 1995. 6.13 Quality control manual for L -P Corporation SmartStart Siding Mill; located in Newberry, Michigan; bearing no date. 6.14 Test report on APA Rated Siding Qualification for 3/e inch 16 o.c. Rated Siding Overlaid Oriented Strand Board, prepared by APA The Engineered Wood Association, APA Report T20010-44, dated August 15, 2001, signed by Richard A. Carlson and Borien Yeh, P.E. 7.0 CONDITIONS OF USE The ICC -ES Subcommittee for the National Evaluation Service finds that Louisiana-Pacific Corporation Oriented Strand Board Panels and Sidings as described in this report conform with or are suitable alternates to that specified in the 2000 International Building Codem, the BOCAm National Building Code/1999, the 1999 Standard Building Codd°, the 1997 Uniform Building Code m, and the 2000 International Residential Code, the 2002 Accumulative Supplement to the International CodesTM, subject to the following conditions: 7.2 SmartSide LapTM siding is not an alternative to bracing requirements specified in the applicable code. 7.3 SmartSide PanelTM siding, when installed as set forth in this report, is permitted to be used as an alternative to bracing requirements specified in Section 2308.9 of the International Building Code®; Section R602.10 of the International Residential Codem; Section 2305.13 of the BOLA® National Building Code; Section 2308.2 of the Standard Building Code®; and Section 2320 of the Uniform Building CodeTm 7.4 Panels subject to fire -retardant treatment are outside the scope of this report. 7.5 In areas where seismic analysis is required by the applicable code, the applicable code for wood structural panel diaphragms and shear walls shall be consulted for additional detailing requirements, restrictions concerning certain usages, required modifications to the allowable shear loads tabulated in this report, and additional inspection requirements. 7.6 This report is subject to periodic re-examination. For information on the current status of this report, contact the ICC -ES. Page 6 of 9 TABLE 1 ALLOWABLE SHEAR (pounds per foot) FOR HORIZONTAL L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL DIAPHRAGMS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE' FOR WIND OR SEISMIC LOADING NER-124 JI. I II W11 = CJ -4 111111, 1 IU./Il. = 14.0 1WR1 1. For framing of other species: (a) Find specificravity for species of lumber in AFBPA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels ?regardless of actual grade), ©) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. 2. Space nails 12 inches o.c. along intermediate framing member (6 inches o.c. when supports are spaced 48 inches o.c.). 3. Framing at panel edges shall be 3 inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c. or 21/2 inches o.c., and where 10d nails having penetration into framing of more than 1 % inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 inch nominal framing shall be used where full nailing surface width is available and nails are staggered. Note: Framing may be located in either direction for blocked diaphragms. =c BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGMS o O_ Net Spacing (in.) at Diaphragm w N a _j W 3 w Boundaries (All Cases) at Continuous UA J W W Z Uj _j Panel Edges Parallel to Load (Cases Nails Spaced 6 inches Max. at a a w e Z Z W 3 and 4) and at all Panel Edges Supported Edges' Z W 0 z v Cases 5 and 6 2 6 4 2�/z' 23 Case 1 w Z 0 Q. 2 00 Z? Z � w a (No Unblocked All Other Nail Spacing (in.) at Other Panel o v z LL Z Z LL Edges or Configurations z a Z LL Edges Continuous (Cases 2, 3, 90 Joints Parallel 4, 5, and 6) 6 6 4 3 to Load) W 6d 1'/a 5/18 2 185 250 375 420 165 125 G Q 3 210 280 420 475 185 140 t]a�0 8d 11/z 3/a 2 270 360 530 600 240 180 IW-OjX — W WM Z 3 300 400 600 675 265 200 O��H U) H W 10d 1% 15/ u 2 320 425 640 7303 285 215 0 X 3 360 480 720 820 320 240 s/16 2 170 225 335 380 150 110 3 190 250 380 430 170 125 6d 1 Ya 3/8 2 185 250 375 420 165 125 Oa cis 3 210 280 420 475 185 140 3/e 2 3 240 270 320 360 480 540 545 610 215 240 160 180 mZ O Z F O ui W Fm = C C 8d 11/2 '/16 2 3 255 285 340 505 575 230 170 U) 380 570 645 255 190 IM Q. D W 1s 2 270 360 530 600 240 160 /sz Z H U) Q 3 300 400 600 675 265 200 15/32 2 290 385 575 55 3 7 255 190 Lu ir 0 O 3 325 430 650 35 290 2115 10d 15/s 18/32 2 320 1 425 640 7303 285 215 3 360 480 720 820 320 240 JI. I II W11 = CJ -4 111111, 1 IU./Il. = 14.0 1WR1 1. For framing of other species: (a) Find specificravity for species of lumber in AFBPA National Design Specification, (b) find shear value from table for nail size, and for Structural I panels ?regardless of actual grade), ©) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. 2. Space nails 12 inches o.c. along intermediate framing member (6 inches o.c. when supports are spaced 48 inches o.c.). 3. Framing at panel edges shall be 3 inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c. or 21/2 inches o.c., and where 10d nails having penetration into framing of more than 1 % inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 inch nominal framing shall be used where full nailing surface width is available and nails are staggered. Note: Framing may be located in either direction for blocked diaphragms. Page 7 of 9 NER-124 TABLE 2 ALLOWABLE UNIFORM ROOF LIVE LOADS FOR L -P ORIENTED STRAND BOARD RATED SHEATHING AND STURD-I-FLOOR WITH LONG DIMENSION PERPENDICULAR TO SttPPnRTgl RATED SHEATHING THICKNESS (in.) SPAN RATING MAXIMUM SPAN (in.) ROOF ROOF FLOOR SPAN RATING PANEL THICKNESS (inches) MAX. SPAN (inches) ALLOWABLE LIVE LOADS (psf) ORIENTED ALLOWABLE LIVE LOADS (psf) With Edge Witht Support` Support Spacing of Supports Center -to -Center (inches) PANEL 12 16 20 24 32 1 40 1 48 54 60 16 oc 19/32, 5 21/32 24 24 Rofeoor THICKNESS (Inches) With Without 20 oc Spacing of Supports s Center -to -Center (inches) SPANSp^ 32 270 150 Edge Edge 204,5 24 oc 11/16 23/32, 3/4 (inches) 36 --- 240 Support2 Support 12 16 1 20 24 1 32 1 40 48 54 60 12/0 5/16 12 12 30 48 oc 13/32, 11/6 0 16/0 5/16, 3/6 16 16 70 30 5/6 0 20/0 5/16, 3/6 20 20 120 50 30 0 24/0 3/6,'/16,'/2 24 203 190 100 60 30 0 24/16 7/16, 1/2 24 24 190 100 65 40 16 32/16 1 15/321 1/2, 5/6 32 28 325 180 120 70 30 164 40/20 9/1 19/,, 5/6, 3/4, '/e 40 32 --- 305 205 130 60 30 204.1 48/24 23/32, 3/4, 7/6 48 36 --- 280 175 95 45 35 24 54/32 7/8'1 54 40 --- --- --- 245 130 75 50 35 --- 32 60/48 7/e, 1, 11/6 60 48 --- --- --- 305 165 100 70 50 35 48 STURD-I-FLOOR —1. = -0-Y nun, 1 PSI = U.Uwia K1vrm2 THICKNESS (in.) SPAN RATING MAXIMUM SPAN (in.) ROOF FLOOR SPAN RATING Roof/Floor Span PANEL THICKNESS (inches) MAX. SPAN (inches) ALLOWABLE LIVE LOADS (psf) ORIENTED MAX SPAN (Inches) With Edge Witht Support` Support Spacing of Supports Center -to -Center (inches) 35 12 16 20 24 32 1 40 1 48 54 60 16 oc 19/32, 5 21/32 24 24 185 100 65 40 19/32, 5/6 164 20 oc 19/321 5/6, 3/4 32 32 270 150 100 60 30 24 204,5 24 oc 11/16 23/32, 3/4 48 36 --- 240 160 100 50 30 25 50 24 32 oc 7/6, 1 48 40 --- --- 295 185 100 50 40 1/2 32 48 oc 13/32, 11/6 50 48 40/20 290 160 100 65 50 1 40 48 1. The allowable spans were determined using a dead load of 10 psf. If the dead load exceeds 10 psf, then the live load shall be reduced accordingly. 2. Tongue -and -groove edges, panel edge clips (one between each support, except two between supports 48 inches on center), lumber blocking, or other. Only lumber blocking will satisfy blocked diaphragm requirements of Table 1. 3. Twenty four inches for 1/2 inch panels. 4. Is permitted over framing spaced 24 inches on center where 3/4 inch wood strip flooring is installed at right angles to joist. 5. Is permitted over framing spaced 24 inches on center for floors where 11/2 inches of cellular or lightweight concrete is applied over the panels. TABLE 3 ALLOWABLE UNIFORM ROOF LOADS (psf) FOR L -P ORIENTED STRAND BOARD RATED SHEATHING AND STRUCTURAL I RATED SHEATHING WITH LONG DIMENSION PARAI I FI Tn Q1 PANEL GRADE THICKNESS (in.) SPAN RATING MAXIMUM SPAN (in.) LOAD AT MAXIMUM SPAN Live (psf) Total (psf) '/16 24/0,24/16 24' 20 30 ORIENTED 15/32 32/16 24 35 45 STRAND BOARD STRUCTURALIRATED 1/2 32/16 24 40 50 SHEATHING 19/32, 5/6 40/20 24 70 80 23/32, 3/a 48/24 24 90 100 '/16 24/0,24/16 16 40 50 15/32 32/16 24' 20 25 ORIENTED STRAND BOARD RATED SHEATHING 1/2 24/0,32116 24' 25 30 19/32 40/20 24 40 50 5/6 32/16, 40/20 24 45 55 SI 1 23/32, 3/4 2 40/20, 48/24 24 60 65 . inch = 25.4 mm, 1 psi = 0.0479 kN/m 1. Solid blocking shall be provided at 24 inch span. Page 8 of 9 NER-124 TABLE 4 ALLOWABLE SHEAR (pounds per foot)) FOR L -P ORIENTED STRAND BOARD STRUCTURAL -USE PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR -LARCH OR SOUTHERN PINE FOR WIND OR SEISMIC LOADING' .1.3 v. �� ILII = GJ.Y 111111, 1 IU./Il. = 114.0 IV/M 1. For framing of other species: (a) Find specific gravity for species of lumber in the AF&PA National Design Specification, (b find shear value from table for nail size, and for Structural I panels (regardless of actual grade), ©) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. 2. All panel edges backed with 2 inch nominal or wider framing. Panels shall be installed with their long dimension oriented in the vertical direction, except that it is permitted to orient the long dimension of sheathing panels in the horizontal direction. Space nails 6 inches o.c. along intermediate framing members for % inch and'/ inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails g2 inches o.c. on intermediate supports. 3. The values are for short -time loads due to wind or earthquake and shall be reduced 25 percent for normal loading 4. Framing at panel edges shall be 3 inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into framing of more than 1 % inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 inch nominal framing shall be used where full nailing surface is available and nails are staggered. 5. Shear values shall be increased to values shown for 15/32 inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 inches o.c. or (2)panels are applied with long dimension across studs. 6. Panel thickness at point of nailing at panel edges determines applicable shear values, except % inch thick panels nailed at shiplap edge use 5/ a inch shear values and /, inch and /32 inch thick panels sidings nailed at shiplap edge use % inch shear values. 7. S}�iplap edges shall be double nailed: one nails shall be placed in the underlap and a second nails shall be placed in the overlap at the nail spacing specified for the applicable shear value. Z2 PANELS APPLIED DIRECT TO FRAMING PANELS APPLIED OVER Qy .. Q '/z" OR WGYPSUM SHEATHING M:, 2w Z 0 a w g 0.4 Nail Spacing at Panel Edges (in.) Nail Spacing at Panel Edges PANEL = Nall Size Nail Size (in.) GRADE J a U. (Common or (Common or Z Z Z Galvanized Galvanized z Box) Box) C Z 6 4 3 24 6 4 3 24 5/16 1 �/< 6d 200 300 390 510 8d 200 300 390 510 W Z o M 3/6 2305 3606 4605 6105 W rn 0 U) x '/,s 1Y2 8d 2555 3955 5055 6705 10d 280 430 5504 730 aGW 15/3x 280 430 550 730 W=(y O LU Z FC co O W U) 15/32 1% 10d 340 510 6654 870 --- --- --- --5/,6 5 /16 180 270 350 450 180 270 350 450 11/4 6d 8d QO O 3Ye 200 300 390 510 200 300 390 510 mz_ % 2205 3205 4105 5305 o � w Qw= H = w 7/18 11/2 8d 2405 3505 4505 5855 10d 260 380 490° 640 NNa 0 15/32 260 380 490 640 w� w Z< 15/32 310 460 6004 770 cc O 1% 10d --- --- __- 19/32 340 510 665° 870 5/166'7 11/4 6d 180 270 350 450 180 270 350 450 DD 8d 3/86.7200 300 390 510 200 300 390 510 J 3/e6'' 1 Yx 8d 220 320 410 530 �/166 240 350 450 585 2 Z 10d 260 380 490° 640 Q IL CI• 1 ..L._ nc A 15/6 15/e 10d 340 510 665° 870 --- --- v. �� ILII = GJ.Y 111111, 1 IU./Il. = 114.0 IV/M 1. For framing of other species: (a) Find specific gravity for species of lumber in the AF&PA National Design Specification, (b find shear value from table for nail size, and for Structural I panels (regardless of actual grade), ©) multiply value of 0.82 for species with specific gravity greater than or equal to 0.42 but less than 0.49, or 0.65 for species with specific gravity less than 0.42. 2. All panel edges backed with 2 inch nominal or wider framing. Panels shall be installed with their long dimension oriented in the vertical direction, except that it is permitted to orient the long dimension of sheathing panels in the horizontal direction. Space nails 6 inches o.c. along intermediate framing members for % inch and'/ inch panels installed on studs spaced 24 inches o.c. For other conditions and panel thicknesses, space nails g2 inches o.c. on intermediate supports. 3. The values are for short -time loads due to wind or earthquake and shall be reduced 25 percent for normal loading 4. Framing at panel edges shall be 3 inch nominal or wider and nails shall be staggered where nails are spaced 2 inches o.c., and where 10d nails having penetration into framing of more than 1 % inches are spaced 3 inches o.c. Exception: Unless otherwise required, 2 inch nominal framing shall be used where full nailing surface is available and nails are staggered. 5. Shear values shall be increased to values shown for 15/32 inch sheathing with same nailing, provided (1) studs are spaced a maximum of 16 inches o.c. or (2)panels are applied with long dimension across studs. 6. Panel thickness at point of nailing at panel edges determines applicable shear values, except % inch thick panels nailed at shiplap edge use 5/ a inch shear values and /, inch and /32 inch thick panels sidings nailed at shiplap edge use % inch shear values. 7. S}�iplap edges shall be double nailed: one nails shall be placed in the underlap and a second nails shall be placed in the overlap at the nail spacing specified for the applicable shear value. Page 9 of 9 TABLE 5 ALLOWABLE UNIFORM FLOOR LOADS FOR L -P OSB STURD-I-FLOOR PANELS' .2.3 NER-124 PANEL SPAN RATIO MAXIMUM PANEL THICKNESS (inches) MAXIMUM SPAN (inches) ALLOWABLE LOADS AT MAXIMUM SPAN (Pounds per Square Foot) Max. Live Load Max. Total Load 16 19/32 16 100 110 20 19/32 19.2 100 110 24 2%2 24 100 110 32 7/8 32 100 110 48 11/8 48 55 65 1. Panels are continuous over two or more spans and installed with the long panels direction perpendicular to supports. 2. Uniform load deflection limitation: '/36, of the span under maximum live load. 3. Edges shall have tongue -and -groove joints or be supported with blocking. APA THE ENGINEERED WOOD ASSOCIATION RATED STURD-I-FLOOR 20oc19132 INCH SIZED FOR SPACING TBG NET WIDTH 47 - 112 EXPOSUREI X000 NER-124 PRP -108 APA THE ENGINEERED WOOD ASSOCIATION RATED SHEATHING 32/16 15132 INCH SIZED FOR SPACING' EXPOSUREI X000 NER-124 PRP -108 APA THE ENGINEERED, WOOD ASSOCIATION RATED. SIDINO 16oC 3/8 INCH SIZEDFOR SPACING EXTERIOR --00 -0 'PRP 1081W1.10-01YIe400 NE, R 124,, Rated Siding. 16oc . 3/8 inch. LAP. EXT. APA. 000. NER-124 PRP -108 Rated Siding. 24oc . 7/16 inch. LAP. EXT. APA. 000. NER-124 PRP -108 Figure 1 N t •• TRUSS O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 O MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 'truss Design Sub itta Designed By: Date: Technical Representative: Bryan Wagner March 28, 2005 Bryan Wagner * All enclosed drawings are in alpha -numerical order Client Mitchell's Building Supply Office Phone: Office Fax: /Elevation: Work Order # Q7 C CD ,< o L .� C: L 0301203KR Floor System: 10 Roof System:1 O Project 20'x 24' Kelly Ridge, Oroville Site Phone: Site Contact: O Original Submittal JUN 2 3 2005 O Complete Revision O Partial Revision: Replaces ind• du g O Addition: Add to Original Sub • 1 UMBER SPECIFICATIONS: SHEATHING ON ONE FACE REQ. 'X4 #2 DF -L CHORDS SHEAR DESIGN BY OTHERS 'X4 STD. DF -L STUDS 16-14-10 OR 20-10-10 PSF. LOADING CUTOUT FOR 2X4 70 MPH MIND LOADING OFF STUD FOR CABLE ASSEMBLY GREATER THAN 5'-10' IN HEIGHT SEE GE -2. ADD-ON SAME SIZE AND GRADE AS TOP CHORD WITH 16d NAILS AT 12" O.C. ADD ON SPLICE TO OCCUR VARIES Al PANEL POINIS WITH CLUSTERS 2-t6d NAILS A 3-5 OUTLOOKER DETAILS HORIZ. VENT MEMBERS IT NOT REOUIRtD GABLE CND 'DETAILS CUTOUI FOR 2Y4 •ON STUD' 3-5 FULL BEARING WALL A r C W I-�----I UP TO 24" O.C. v' 1.5-3 011E SIDE AND (2) 14 GA 2" STAPLES ON OTHER SIDE OR (5) 2" 16 Go. STAPLES 12 —1 VARIES a �FOFcS 3-5 MIN. 0 FS' C � PLATE ASrn —� iNo 0045982 m v OPTIONAL CANTILEVER i I /T I i xpjt2,/31/02 sF UP TO 48" WITH STUD C WALv� 1 C fIL UP TO 24" NO CHANGE CA_IFOF�>�P SEE OUTLOOKER DET 2. - 16d NAILS BEVEL CABLE END FRAME DIAGONAL BRACE AT rx CENTERLINE OR Al LADLE END FRAME-le"16'-0" O.C. a45 DEC. 2X4 DIAGONAL BRACE AT TRUSS CENTERLINE OR AT 16'-0" U.C. MINIMUM BRACING DETAILS - SEE STRUCTURAL 16d AT 24" O.C. DRAWINGS FOR ADDITIONAL REOUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD, DETAILS ON THIS PACE ARE SUGGESTIONS OhILY AND ARE NOT TO BE UTILIZED n WITH OUT THE BUILDING OESIGNERS APPROVAL, S E�C TI U 1,`] A 5EE TPI HIB -91 FOR OTHER BRAT, RECOMMENDATIONS w x I rr a o �rc ' , 3-5 FULL BEARING WALL A r C W I-�----I UP TO 24" O.C. v' 1.5-3 011E SIDE AND (2) 14 GA 2" STAPLES ON OTHER SIDE OR (5) 2" 16 Go. STAPLES 12 —1 VARIES a �FOFcS 3-5 MIN. 0 FS' C � PLATE ASrn —� iNo 0045982 m v OPTIONAL CANTILEVER i I /T I i xpjt2,/31/02 sF UP TO 48" WITH STUD C WALv� 1 C fIL UP TO 24" NO CHANGE CA_IFOF�>�P SEE OUTLOOKER DET 2. - 16d NAILS BEVEL CABLE END FRAME DIAGONAL BRACE AT rx CENTERLINE OR Al LADLE END FRAME-le"16'-0" O.C. a45 DEC. 2X4 DIAGONAL BRACE AT TRUSS CENTERLINE OR AT 16'-0" U.C. MINIMUM BRACING DETAILS - SEE STRUCTURAL 16d AT 24" O.C. DRAWINGS FOR ADDITIONAL REOUIREMENTS BEARING CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE ENGINEER OF RECORD, DETAILS ON THIS PACE ARE SUGGESTIONS OhILY AND ARE NOT TO BE UTILIZED n WITH OUT THE BUILDING OESIGNERS APPROVAL, S E�C TI U 1,`] A 5EE TPI HIB -91 FOR OTHER BRAT, RECOMMENDATIONS Ootional vent 3-4 1 GENERAL GABLE DETAILS FOR WIND LOAD BRACING S=34 v-� v Connector plates shown are for example only. See actual truss design for required plate sixes and onenfaaon. Structural gable trusses will generally have diagonal and vertical members otherthat those shown above. END (FACE) VIEW S neering dard DWG# 0002065035 Max. 12' eave unless noted on drawing. LSolid block between trusses Gable End Truss for nailing of diagonal brace, attached to sheathing and truss each end, typ. (whaler) brace along back lace of gable, braced with * or - 45 degree diagonal 2x_ (lyp.) braced to roof sheathino as shown. Truss spacings per designs. WALU BEARING SUPPORT + Indicates stud members that require bracing) SIDE VIEW 1) ALL GABLE BRACING DESIGN AND CONNECTION REQUIREMENTS ARE THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER THE LATEST VERSION OF ANSI/TPI REFERENCED BY THE MODEL BUILDING CODES. 2) TRUSWAL SYSTEMS APPROVED ENGINEERING DESIGN DRAWINGS WILL INDICATE ANY NEED FOR WIND BRACING, AND THE REQUIRED BRACE INTERVAL LENGTH AS DESCRIBED ABOVE. THE BRACE INTERVAL ON THE DRAWING IS BASED ON THE LOADING AND WIND SPEED INDICATED ON THAT DRAWING ONLY, AND THAT BRACING IS REQUIRED TO �RF�VENT THE GABLE STUDS FROM BUCKLING DUE TO WIND PRESSURE ACTING ON THE ,EO�F THE GABLE TRUSS AND AXIAL STRESSES CAUSED BY THE INDICATED APPLIED VERTUAL LOADS. LOADS ACCOUNT FOR 12" EAVE MAX. UNLESS NOTED OTHERWISE. 3�IF TW GABLE TRUSS IS INTERIOR TO THE STRUCTURE AND THEREFORE IS NOT ,�X—�OSE¢ TO WIND LOAD APPLIED TO THE FACE OF THE TRUSS, THE BRACE SPACING INTERFV.4 MAY BE INCREASED TO ONLY ACCOUNT FOR THE LID LIMIT OF 50 FOR COMPRFSION MEMBERS (i.e. FOR 2X_ LUMBER, THE MAX. BRACE INTERVAL IS 6%3"). 4:)`jIS ASSUMED THAT THE GABLE TRUSS RESTS ON A CONTINUOUS BEARING WALL E CEkAS MAY BE NOTED ON THE INDIVIDUAL APPROVED TRUSS DESIGN. 5)7SE&ING OF PLYWOOD, OSB, WOOD BOARD SIDING, HARDBOARD SIDING, SHF-tTfgCK, STUCCO, WAFERBOARD OR OTHER MATERIAL MAY BE PLACED ON ONE OR •B&T:H FREES OF A REGULAR (NON-STRUCTURAL) GABLE END. !6)ZU�TtRAL LOADS IN LINE WITH THE CHORDS (SHEAR / DRAG LOADS) HAVE NOT BEEN CQIDE}tED UNLESS INDICATED ON THE DRAWINGS, AND ARE THE RESPONSIBILITY OF TF�°jj UIL ING DESIGNER TO TRANSFER THROUGH RESISTING DIAPHRAGMS. 7) ALL ITEMS 1.6 LISTED UNDER "REGULAR GABLE END TRUSS REQUIREMENTS APPLY TO STRUCTURAL GABLES ALSO, PLUS THOSE LISTED BELOW. 8) WEIGHTS OF ANY MATERIALS LISTED IN 05 MUST BE ACCOUNTED FOR, EITHER IN STANDARD DEAD LOAD PSF LOADING, OR BY ADDITIONAL LOADS. ADDITIONAL LOAD ARE INDICATED BY "LOAD CASE 01" CHART ON THE DESIGN DRAWING. 9) STRUCTURAL WEBS AND CHORDS MUST BE BRACED IF INDICATED, AND THIS BRACING IS SEPERATE FROM THE GABLE BRACING INTERVAL. SEE REFERENCED STANDARD DRAWING TX01087001-001. 10) TRUSS MAY OR MAY NOT BE CONTINUOUS BEARING, AND IS APPROVED FOR THE CONDITIONIS) INDICATED ON THE INDIVIDUAL DESIGN DRAWING ONLY. NOTCHING FOR OUTLOOKERS IS ALLOWED ON REGULAR GABLE END TRUSSES AND ON STRUCTURAL GABLE END TRUSSES IF NOTED ON APPROVED INDIVIDUAL DESIGNS. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ,r m DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL HU IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT �1'.�'�'_ APPLIED.TO_.T.HlS.OR:ANILSIMILAR ISSUETRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP DUALITY. 12/31 /02 \\� OF OAL REF: GBA In PEAK PLATE: 3.4 (2x4) 5.5 (2x6) 6-6 12x8) Ir �I �� Il r 1.5-3, BC SPLICE; 3.4 (2x4) v 6.5 (2x8) �_ pn 6-6 (2x81 A! G)i�� 0 MAXIMUM 40 PSF LIVE LOAD® V 00 MPH WIND EXPOSURE C. — LESS THAN 20'•0' WALL HEIGHT. 0 z I?X – "ryq CING DETAILS ME � stNO-C4 rnQ MAXIMUM 1'-0' EAVE WITH BLOCKS @ 32'o.c. OR 2'-0' EAVE, 8'•0' MAXIMUM MAXIMUM, WITH 4x2 /2 OR BTR, BRACE SPACING OUTLOOKERS CUT INTO GABLE 32'o.c. 2x4 /2 MINIMUM CONTINUOUS STRONOBACK BRACED TO ROOF STRUCTURE AT 6'-0' MAXIMUM. STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 4'-1.6'CLEARSPAN, 80 MPH MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.e. HEEL PLATE: 3.4 12x41 5.6 (2x61 6-6 (2X8) CONTINUOUS BEARING WALL BRACE BRACING PER VER. 2x4 CONTINUOUS BACKING WITH I Od NAILS AT 24' O.C. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) GABLE STUD 2x4 SOLID BLOCK WITH 3.18d NAILS Sd AT 8' o.c. SHEATHING TO GARLE EA. END AND Bd NAILS FROM SHEATIIINO / TRUSS, Bd AT 8' a.c. TO BLOCK AT 8'o.c. 1 1-18d 18d AT 24' O.C. 2.18d 1 T �24\ i Y.' NOTCH tp 32' o.o. SOLID BLOCK ' 24'o.c. 2 18d WITH 2.18d TOE • 2.18d NAILED EA. END 2x4 BRACE WITH 4.18d NAIIS !WAU1,10 UAIE UBC CONTINUOUS 2/11/99 GABLE DETAILS WARNING Read all notes on this chest and give • copy of It to the Erecting Contractor hm do•d.. a I./ an n.h,ol,Ml OWaOng cnmpWlam It nu Joan hAa.d on sp.oncallons Immi'lad W the CompwaM manulaclWer and do" In �' ` a uw,L,x. ••n, ln• w,lola .ele,On. ut IPI alld AFPA ua.yn.W W.IOa No leN)onslDYdy Y msumed lm Aura *"a WACY Uma SWM an m be wl�.at hr u,. canp,uunl manar.rhow and!., huddm0 deeyn,o prim to lahnrwhon Thn Oudd1n9 desynAr eha0 ascewaln 1"Al the I.." ul+,ta.l wl pu. dawn maw w e.ued Ina hwdmy myolal 0y Iliaxx;al building uxta. II 11 aUumad Ih+l the top Ch9rd U WeraN/ 6racwl 61 the, ,,.,I a, M- jl—lhillg and the bmtom [nerd 1. Ulwalty hlaceu M a nOld Sheathing maleMl directly attaMod. unless OIhOnt"t mad &corp %1-n it 4,t 6,1.,w .uppnn W LuJtonolnit mamhen mry lu wduw Uucahng l.ngth Ind compunent sno not lie paced n ar,y en.„nnrr,era trim ,. _ jSTj=•al C.— IM ma,Uare content d IlM rood e.Ceed 1� and/or Cause connep W ptme CO"020m. /&brass. hwW* YALE ant Ona16w 01raa n )17lrSWA1 SI�IkMtS COTiVOAA1K><'l —arra,Ln.r..hirrk+b+alg-eLnd.lOa—fRUSCOMMANUAI=hy-Lwwa1. _OUAU f.Y_CONIf10l.8TAN0!.�O yOA METAL IUi[ C_ONNECiiO WOOD II9ISSes. 1061•MI.'NANOUNO 1NSTAWNO ANO OAAGNG METAL RATE CONNECTEO W000 TRUSS'16. • )MB-0tj and'–•MLYr—I a11MMA11Y 3rll:E l' by Tn The Tru.. /We In.tdWa Rn) M hx rad at 563 0o_ft,o o,n.. M.,M.w. W,acww 33719. TM Arnelx-Jr, 1'aw an.l I CO paper - --n,-wa,n JAFFA) ra loaned 81 1700 CanneecWA Ave. MIN. Sue 100. Waarxr.gl0n. UC 20036. ' 03A0NddV TRUSWAL SYSTEMS NOISIAl® EM( tying 4445 NORTHPARK DRIVE, SUITE 200 Ai.N nOO Kine 907 (8 COLORADO SPRINGS, PCO 808463 C001003160 . 11/14/02 Users of Truswal engineering: TX01087001 The TrusPlusTm engineering software will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In general, this bracing is done by using Truswal Systems Brace-ItTM or a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSIITPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if -only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T' braces, or any other approved method, as specified and approved by the building designer. 1. EXAMPLES 2. 90% L 90% L Please contact a Truswal engineer if there are any questio c:Vnsoflicetwinwcr tErace•new.let 24-0 m 0 N W C_U Z m RFE -E W X tai 0,00 �� 0 C/3 z ®' z 24-0 Roofline 3D Lay 73 X- �'- U 69 w A - L aaD� p00000 S y s 1--e! rr 61- O ' 2 4 1 81,1 i- Z 1 rig SALES REP.: BW DUE DATE : Mitchells Building Supply DSGNR/CHKR HW / BW-- TC WTC Live 20.00 psf Kelly Ridge TC Dead 10.00 ps£ Orovilla Ca. BC Live 0.00 pef Total 38.00 ps£ WO# gar2828 Date 3/28/2005 13:40 DurFac-Lbr : 1.15 DurFac-Plt : 1.15 O.C. Spacing : 24.0 Design -Spec- UH7Cz97-- #Tr/#Cfg : 13 / 0 ob Name: 20'X 24' '.TICAL MEMBER FORCES: BLDG TC 2x0 DFL M1 6 Btr. 7-13 8C 2x4 DFL M1 CBL BLK 2x4 DFL STANDARD PLATE VALUES PER ICBG RESEARCH REPORT 01607 May use adequate staples for gable blocks. BUILDING DESIGNER MUST VERIFY CABLE LOADSI [+� gable bracing required 0 58" Intervals, I exposed to wind load apelied to face. See "General Cable Details , 0002065035. 2-112 V® � 0-3-12 000 CO Z ran - 0 -� z Truss ID: AG -3 Platin gy spec : ANSI/TPI - 1995 THIS DESICN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). PLATING BASED ON GREEN LUMBER VALUES. .T 0 r,O.DO I1 -0 1 2 3 4 5 6 7 8 9 10 ,t 11 is 300 -3.01 1 This truss is designed using the UBC -97 Code. 81do Enclosed • Yes, Importance Factor - 1.00 Truss Location • NOt End Zone y Hurricane/Ocean Line • No Ezpp Categor20 0C ft Bldg Length • 24.00 ft, Bldg Nidth • 2 Mean roof height 21.41 ft, mph 80 UBC Special Occupancy, Dead Load 10.8 psf td 15 16 17 18 19 20 21 22 232425 TYPICAL PLATE: 1.54 OVER CONTINUOUS SUPPORT ��u�l teins�atueSge ZO 1 unless sham b1'1I 18 qe 'H'(�6�a. �r'�A ' T�JM�(2�. osltl ed per aeuun1tt De ells Ra e es an e e euro ea ere s one es e e es o • arta vim evucrel ies d to "1% 3128105 Read all notes on this sheet and give a copy of It to the Erecting Contractor. Cust: Mitchell's Building Supply TWO design to form inclMdusIbLdidirgeoropoment not Inassyst4on-11 has boon based on specificeflonsprowd by thecompanardromeawboar W0: Drive_T_0301203-L00005_100001 ® Md done... dans.edlbtl-e.anmvmbnso1TPtandAFPAdestand•rdand..N.n.pm-ansyhe--adrord•mersional—racy. Dsgnr: BW 0LC - 15 WT: 1100 Den•nsbnsan.roe•..rMdby d.e <omponem manad•dver endbr buldep ae.gner pdaror.bnc�on.nm buoebrs e•.gn.rmwt n..nr,me lMloading imposed bythe local buadbq code andlMpantludr•pPkok&TMd•sgna.m•. TC Live 20.00 psf DurFacs L=1.15 P=1.15 HOMEWOOD the leads ulbedanON. d•.qnmeet ofexceed dgm meAld4•ctly that ft lop chord 6 ttler.erbr•c•dem byre f.rearn noseting and ab bottom cMAI. Id.r•aybnc.dby•dWsMlA TC Dead 10.00 psf Rep Mbr Bnd 1.15 .H.h.d, ted••• oamrwt.• noted• Brecinp Mown b TerlansrY auppoA W comporanr.a mem Mn erdyb nduca bucldl•.p Mnplh. 7bY c•mpornm Rep Mbr Comp 1.00 ® TpllcC TRUSS .IW rotb•p��•di.anryemoor.n•mtlbleAcanselMmetrbncontent •febwed toexceed 10%odlerew•t•mnctocpwcdmtfon. BC Live 0.00 psf Rep Mbr Tens 1.00 Febdeds,h•nee,entaardbr•eafttrust Inaceordanmewho'JOINT DETAILWbyTncrad,•ANSIRPIP,'WTCAT•Wo•dI=.Ca=l BC Dead 8.00 psf O.C.Spaeing 2- 0- 0 44qS Northpark 4415 SprthpAr CO 8090% °IAm.rkdabMandD..qnRe.p—bDae.,TANDLINGINSTALLINGANDBRACINGETALPLATECONECTEDWOODTRUSSES Design Spec UBC -97 (H&pho 1)•nd'H&p1 SUMMARY smEEr by TPI. TTan. Plate lrmOn•(TPI)tolocated r D'Omab 0", Mediae.. Wisconsin 637 H. TOTAL 38.00 psf DEFL RATIO: L/240 TC: L/24 TRUSPLUS 6.0 VER: T6.4. P•p.,A..nNFPA)I.locm•dr/Ulla Snet.NW,sle000.Washigton.Oc2o6Te. iMAm.rice.F°ndand.°cw Job Name: 20' X 24' BLDG BRG X -LOC REACT SIZE REQ'D TC 2x4 DFL I1 1 0- 1-12 972 3.50" l.So" 2x4 DFL I1 B Btr. 3-5 2 19-10- 4 1048 3.50" 1.SO" BC 2x4 DFL /1 BRG REQUIREMENTS shown are based ONLY WEB 2x4 DFL STANDARD on the truss material at each bearing PLATE VALUES PER ICBG RESEARCH REPORT /1607 MAX DEFLECTION (span) : PLATING BASED ON GREEN LUMBER VALUES. L/999 IN MEM 6-7 (LIVE) WO: Drive_T_0301203_L000OS_300001 L -0.15" D- -0 14" T--0.29" CRITICAL MEMBER FORCES: ® TC COMP. ((WR. / TENS.11:21 DUA. C11 MLC - 1S 1-7 -2079(1.153/ 6651.60 0.55 TC Live 2-3 -1620(11.15 / 1961.60 0.35 BnI.Ms d�edonmbdesipnmedorm:ceea0ebadbpbapo+edhOmkcdeuidkp code rdlMpeMuderrpp6cdbn Tlnde.W^eew^e. Md,M top chord he lderdybreced bytho morarnaorsheaddnp end His bosom chard Is Idamgybmodbyed6WahodWom twWdrcoy 3-1 -1620 1.IS / 1961 0.30 p 1-S -2060 1.15 / 665 0.47 shdnoibepbced6r-ryembomart dwBcn aftmalsMcoAeAdlMwad Is exceed 19Srdbrceusaconecterphisco"ekn. 786 C8616 (1u60)/ T196S(O10.1S) 0.66 6-7 616 1.60 / 1965 1.15 0.66 WB CORP. DUI,. / TENS. OUR. CSI 2-7-506((1.IS / 768 1.60 0.12 3-7 -173(1.60 / 675 1.1S 0.30 4-7 -S09 1.1S / 26a 1.60 0.12 Im 14 2.3, 2 0 1 0 &12 ®exessol_exxxxi 's rn ;0 G) C-) 0®0 0 - Z �a 0 z Truss ID: Al -3 Plating Spec : ANSI/TPI - 1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. IF WINGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.S" HANGER NAILS FOR 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2.5" GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). 7-0-0 ,0.0.0 � ,3-0 � 20'400 10.0.0 t T 1 2 3 4 5 3� 00 4-4 3.01 UPLIFT REACTION(S) : Support 1 -301 lb Support 2 -334 lb This truss is designed using the U8C-97 Code. Bldg Enclosed - Yes, Importance Factor - 1.00 Truss Location - Not End Zone Hurricane/Ocean Line - No Exp Category - C Bldg Length - 24.00 ft, Bldg width - 20.00 ft Mean roof he - 21.41 ft. mph - 80 UBC Special Occupancy, Dead Load - 10.8 psf 10.08 10.6.0 T ywpl gystems Plates ere 20 e. tmbss shown D1I'1By1B Ge 1iy18 e.), pr'M7(•(TWMX 20 e.), poaltloned per Jolnt DMeBs RepoA C{urG tle plelea end false frOme fetes ere ositlonea es shown e�ove. SNR e01e stud tales to ewgld overle Wln sfn�ael latae (or ite (e . 3� LtfiV WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design Is bran lndMdud bdWbq comparr,a rot brae eydem.11 hn been baed an specifications provided bydn compmrardmanuichoer WO: Drive_T_0301203_L000OS_300001 ® and dominmeard-eewRnd»cn rAm maeat TPl.w AMAdesgn tadwr. Nomeperogalyb -ed rorae.mWnd«a,ecy. Dsgnr: BW MLC - 1S WT: 99N DimembmenlsbawreNdbyencompamrdmar./acenrwWhrbuidkq dugne. prbrlotdrkdbn. Tlw eWdMp de.gnermul eec.deYrtlW TC Live 20.00 psf 10.00 sf DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.1S HOMEWOOD BnI.Ms d�edonmbdesipnmedorm:ceea0ebadbpbapo+edhOmkcdeuidkp code rdlMpeMuderrpp6cdbn Tlnde.W^eew^e. Md,M top chord he lderdybreced bytho morarnaorsheaddnp end His bosom chard Is Idamgybmodbyed6WahodWom twWdrcoy dteclnd, raeeea omerwlee nand.erecbq eMvnbfa lderdergpod a}compo Asmembomw*tondmobml4pbrglh.Thbcompamrd TC Dead p Rep Mbr Comp 1.00 ® TRUSS shdnoibepbced6r-ryembomart dwBcn aftmalsMcoAeAdlMwad Is exceed 19Srdbrceusaconecterphisco"ekn. BC Live 0.00 psf Rep Mbr Tens 1.00 Northpark Dr. f sbdcde, handM, bond mrd brace eb "s In accordance wRh 'JOINT DETAILS' by Truewd.'ANSUIPI 1','W TCA 1' -Wood Two Counct BC Dead 8.00 psf 2- 0- 0 Co]o Springs, CO 80907 COD ofAmerkaStandardDos Red amlb®be,14ANDLINOINSTALLINGANDBRACINOMETALPLATECONNECTEDWOODTRUSSES q' P Design Speccing Design Spec g p UBC-97 TRUSPLUS 6.0 VER: T6.4.2 -OR&R11.nd'l6&g1 suMAARY SFEET by Tw.T1»TwaPld.lmw.(rvgbWadeddaommoom., W.eDon.wbaamYr6sT1p. ThaAnokanFon.ImcIPeperAeeacldbn(AFPA)bkcdeddIIIII hSaeet.".St. 000.WahMOton,DC20038. TOTAL 38.00 psf P DEFL RATIO: L/240 TC: L/24 NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM - Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. KARYL SHADWICK REAL PROPERTY OWNER/LESSOR 72 APACHE CIR. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-1777 530 538-7541 BUIL G PERMIT NO. TELEPHiO]NE NUMBER dd4m SIGNATURE OF LOCAL G NCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. UNKNOWN II 1 SAHARA RECORDING RtQUES16 BY: DATE OF MANUFACTURE MODEL NAME/NUMBER SNA/B612378 60'X 24' 285228/9 SERIAL NUMBER(S) Recorded I REC FEE 10.00 OfficialRecordsI CONFORM 1.00 CoBUT f E I CANDACE J. GRUBBS I AND WHEN RECORDED MAIL TO: Recorder I ROSEMARY DICKSON 1 Assistant I Jason BUTTE COUNTY BUILDING DIVISION 02:26PM 09 -Jul -2004 I Page 1 of 2 7 COUNTY CENTER DRIVE OROVILLE CA 95965 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM - Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. KARYL SHADWICK REAL PROPERTY OWNER/LESSOR 72 APACHE CIR. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-1777 530 538-7541 BUIL G PERMIT NO. TELEPHiO]NE NUMBER dd4m SIGNATURE OF LOCAL G NCY OFFICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. UNKNOWN 1976 SAHARA MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER SNA/B612378 60'X 24' 285228/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER —069-220-063 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. 6corow No. 103346 -TR TNI* Ordar No. 00103346 EXHIBIT ONE PARCEL 1: Lot 255, as shown on that certain Map entitled, "KELLY RIDGE ESTATES UNIT NO. 3', filed in the Office of the County Recorder of (Butte County, California, on July 26, 1974, in Book 43, of Maps, at Page(s) 44, 45, 46, 47 and 48. PARCEL II: A right of way for road and public utility purposes ovor that pbrtlon of Lot 258 lying Northerly of and adjacent to the Northerly Ilne of Lot 255, as shown, on that certain Map entitl(id, 'KELLY RII)GE ESTATES UNIT NO. 3', filed in the Office of the County Recorder of Butte County, California, on July 26, 1974, Ir Book 43, of Maps, at Page{sj 44, 45. 46, 47 and 48. r RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 09 -Jul -2004 2004-0041737 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. KARYL SHADWICK REAL PROPERTY OWNER/LESSOR 72 APACHE CIR. MAILING ADDRESS OROVILLE BUTTE CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE . ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-1777 530 538-7541 BUII.D G PERMIT N0. TELEPHONE NUMBER T7_ _ SIGNATURE OF LOCAL G CYO FICIAL DATE NONE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE N0. UNKNOWN 1976 SAHARA MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAMEINUMBER SNAJB612378 60'X 24' 285228/9 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) ASSESSORS PARCEL NUMBER 069-220-063 SEE ATTACHED Esaraw Ne. 103346 -TR Th►a Ordar Na. 00143346 EXHIBIT ONE PARCEL 1: Lot 255, as shown on that certain Map entitled, "KELLY RIDGE ESTATES UNIT NO. 30, fled in the Office of the County Recorder of Butte County, California, on July 26, 1974, in Book 43, of Maps, at Page(s) 44, 45, 46, 47 and 48. PARCEL 11: A right of way for road and public utility purposes over that portion of Lot 256 lying Northerly of and adjacent to the Northerly One of Lot 255, es shown on that certain Map entitled, 'KELLY RIDGE ESTATES UNIT NO. 30. filed in tfie Office of the County Recorder of Butte County, C®Ilfomia, on July 26, 1974, Ir, Book 43, of Maps, at Page(s) 44, 45. 46, 47 and 48_ BUILDING PERMIT NUMBER: 04-1777 Address or location of unit: 72 APACHE CIR. OROVILLE CA. .95966 Legal Description of Real Property: AP# : 069-220.-063 SEE ATTACHED (x) Mobilehome/Manufactured Home } O Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551.= Owner's name: KARYL SHADWICK Owner's address: 72 APACHE CIR. OROVILLE CA. 95966 INSIGNIA OR HUD NUMBER: 285228/9 SERIAL NUMBER OR V.I.N.: SNAIB612378 MANUFACTURER'S NAME: UNKNOWN YEAR: 1976- OFFICIAL 976-OFFICIAL APPROVING INSTALLATION:_�CNYI?!r DATE: PHONE: (530) 538-7541 H.C.D. 513C STATE Of CAUFOMIA - BUSINESS, TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWAR7. WEGGER. Gmmrnor _- -- DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMf=—N � d' 9NQ,q� D1vW1on of Codes and SdaMa tso n,a�, ry:� `�rtlo t51� os Title Search euA� GCl Date Printed : 06/17/2004 Decal LBE4521 Use Code: SFD Manufacturer: Original Price Code: AFN 'rradename: SAHARA Rating Year: 1977 Model: SAHARA Tax Type: LPT Manufactured Date: 00100/1976 Last ILT Amount: Registration Exp: Date 1LT Fee Paid: First Sold On: 12;'20/1976 1LT Exemption: NONE. Serial Number HUD Label i Insignia Length Width SNA612378 285228 60' 12' SNB612378 285229 60' 12' Record Conditions: Voluntary Conversion to LPT Registered Owner: KARYL SHADWICK 72 APACHE CIR OROVILLE, CA 95966 Last Title Date: 11/21/2003 Last Reg Card: t 1121 r003 Sale1'1'ran sfer Info, Price $.57,500.00 Transferred on 11/08/002 Situs Address: 72 APACHE CIR OROMLE, CA 95966 Situs County: BUTTE Legal Owner: RICHARD C JONES JAMS E .TONES (Joint Tenants with. Right of Survivorship) C/O WESTERN MORTGAGE 1655 MONTGOMERY STREET OROVI LLE, CA 95965 Lien Perfected On: 11!17/2003 14:40:36 Inactive Deca iDW DMV NA4121, DMV NA4122, DECAL AAE5949 Title Searches: BIDWELL TITLE 1335 RO13iNSON ST P O BOX 5.11 OROVILLE, CA 95965 Title File No- 215920 -JC • �; CND OF TITLE SEARCH "" �' OMB No. 2502-0233 Exp. Date 7/31/84 Cot NCSBCS, Inc., 505 Huntmar Park, Drive, #210, Herndon, VA 22070 (703) 437-0100 IPIA/MANUFACTURER DAMAGED LABEL REPORT Form 203-B (To be used only when returning label(s).) Mfg. Facility Authorized Representative Q a a v a� a� CL E 0 U a) M 0 I -- IPIA Code Date hone # ( ) The following HUD Mobile Home Certification Labels have been damaged and are enclosed. Damaged labels Include those on units wrecked in transit. Labels should be recovered from wrecked units. SECTION I: SHOW BELOW NUMBER OF DAMAGED LABELS Quantity 2 Labels Month Label Affixed to Unit May 2004 New Label No. Affixed to Unit MH 285228, MH 285229 Label #'s MH 251554 Through and Including MH 251555 Manufacturer's Facility Kaufman & Broad Facility Address _Rancho Cordova, CA Karyl Shadwick 72 Apache Circle Oroville, CA 95966 I Reported 08/16/1976 Serial # S612378A, S612378B SECTION II: ASSIGNMENT OF REPLACEMENT LABELS BY IPIA TO MANUFACTURER Shown Below Label Number(s) Issued as Replacements) The following label numbers are assigned to t Label # MH 285228 Through and Including MH 285229. IPIA Representative Signed Decal/License # LBE4521 DTN # 3465385 STATE OF CALIFORNIA MAY 14 2004 BUSINESS, TRANSPORTATION AND HOUSING AGENCY DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS MANUFACTURED HOUSING SECTION APPLICATION FOR REPLACEMENT INSIGNIA SUBMIT THIS APPLICATION WITH THE APPROPRIATE REPLACEMENT INSIGNIA FEE TO THE DEPARTMENT OFFICE AS ADDRESSED BELOW: PLEASE REFER TO THE BACK OF THIS FORM, FOR INSTRUCTIONS. MANUFACTURED HOUSING SECTION P.O. Box 31, Sacramento, CA 95812-0031 (916) 445-3338 1 COLLECTION NUMBER 3-/&5's FEE RECEIVED $ DATE 5 APPROVED DISAPPROVED CONDITIONS (See Attached Letter) MH Program Technician's Signature I/WE REQUEST REPLACEMENT OF LOST CA INSIGNIA(S) OR HUD LABELS) FOR: (CHECK APPROPRIATE BOX) 15 MANUFACTURED HOME ❑ COMMERCIAL COACH 13 MULTI -UNIT MANUFACTURED HOME ❑ SPECIAL PURPOSE COMMERCIAL COACH 21 APPLICANT %� r�` S1r�o� , , )I c k Address 7 a Arn,elr, (' Rel City/State/Zip�lroy; Telephone County �F)Lv+ +e - For California Residents Only) Kj OWNER ar o LA t t c+ / Addres('-i r Q 1 c I City/State/Zip _C� r n v; 1 1 P A q 59 to Telephone_ Bus.Phone_.(5301 51 q LOCATION OF UNIT IF DIFFERENT THAN ABOVE 'q -UNIT INFORMATION MANUFACTURER'S NAME -5 A k a Yqi - 5 DATE OF MFG. O 1q`f (Q✓IIAAKE/MODEL S R V-Qrp_ DECAULICENSE UNIT SERIAL NUMBER(S) CA INSIGNIA/HUD LABEL NUMBER(S) NUMBER(S) 1-RF_L4 NfA mH051SS REPLACEMENT CALIFORNIA INSIGNIA OR HUD LABEL: 1/WE CERTIFY THAT THERE HAVE BEEN NO ALTERATIONS, ADDITIONS, OR MODIFICATIONS TO THE UNIT WHICH WOULD AFFECT COMPLIANCE WITH APPLICABLE CALIFORNIA OR FEDERAL LAW OR THE RULES AND REGULATIONS ADOPTED BY THE DEPARTMENT. Owner's Signature K(111. AYE 1 1( ►t Date=J� 1 I Applicant's Signature J It Dat +gZ A:ME;?r C C4 Mid Valley Title and Escrow company, 2295 feather River Blvd. #A, P.O.13OX 1063, OROVILLE, CA 95965 (530) 533-6680 FAX (530) 533-3018 JUNE I8, 2004 SIERRA MOBILE TO W HOh4 IT MAY CONCERN: IF OUR ESCROW 1.50393 U0, KARYL SHADWIcK, RrGISTERED OWNER OF THE PROPERTY LOCATED AT 72 APACHE C.MCLE, OROVILLE, CA 95966 CLOSES ESCROW TETE LEGAL OWNER WILL BE PAID OFF AND OR RELEASED. S14OL-LD YOU FLNVE ANY QUESTIONS, PLEASE CALL US AT THE TELEPHONE NUMBER REFERENI CED ABOVE, MID VALLEY TITLE & ESCROW CO1N2ANY KARY J. BIDWELL ESCROW OFFICER tw ON RECORDING REQUESTED BY: Fidelity National Title of California 6"mvv No. 903346 -Tri Title Order No. 00103346 When Recorded Mail Document and Tax Statement To: Ms. Ksryl Shadwick 72 Apache Circle Oroville, CA 95966 illi�lllli#I��III���l�Ill�l�llifl Recarded i KEC FEE 10.90 Official Records I Cof BUTTMO (PNDRL'E J. BRUBBS Recorder I R0"t ARY DICASON i Assistant I Myles 05:60914 e5—Jun-:903 I Paye 1 of 2 -,• .... Vv «.rvvvSPACE ABOVE THIS LIN: FOR RECORDER'S USE GRANT DEE® THIS OEEO IS BEING RECORDED TO CORRECT THE SPELLING OF THE OWNERS NAME 01— The undersigned granto4s) declare s Documentary transfer tax is $O I X I computed on full value of property conveyed, or ( I computed on full value less value of liens or encumbrances remaining at time of sale, I I Unincorporated Area City of Oroville FOR A VALUABLE CONSIDERATION, receipt of which is hereby'ecknowrledged, Karyl Shadwick, an unrnarried woman who accpuired title as Carol Shadwick, an unmarried woman hereby GRANTS) to Karyl Shadwick, An Unmarried Women the following desedbed real property in the City of Oroville* County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF THIS DEED IS BEING RECORDED TO CORRECT THE SPELLING OF THE OWNERS NAME IN THAT CERTAIN GRANT DEEP} THAT RECORDED UNDER SERIAL NO. 2002.80339 DATED: October 29, 2002 STATE OF CALITRNIA COUNTY OF fr2 ►tt ON 4 1g, e3!A before me, reonally appeared r personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the some in his/her/their authorized capac"Ies), and that by his/her/their signaturels) on the instrument .fie person(s), or the entity upon behalf of which the persons) acted, executed the instrument. Witness my hand and official seal. Signatureh Aly of Kreryl Shad i . saeeaiwmvua ASHI,lcY DASILVA COtu>R1. A 1282336 aoVaWrtMX C+o�rar+, E]�. OCT. � 2Q184 MAIL TAX STATEMENTS AS DIRECTED ABOVE FNP -13 (Rev 71961 GRANT DEED 6—w Na. 103345 -TR Title Ordar No. 00103346 EXHIBIT ONE PARCEL h Lot 255, as shown on that certain Map entitled, "KELLY RIDGE ESTATES UNIT NO. 3", filed in the Office of the County Recorder of Butte County, Callfornis, on July 26, 1974, in Book 43, of Maps, at Page(s) 44, 45, 46, 47 and 48. PARCEL II: A r4ht of way foe road and public utility purposes ovor that portion of Lot 256 lying Northerly of and adjacent to the Northerly line of Lot 255, as shown on that certain Map entlood, 'KELLY RII)GE ESTATES UNIT NO. 3", filed in the Office of the County Recorder of Butte County, California, on July 26, 1974, fir Book 43, of Maps, at Page(sj 44, 45. 46, 47 and 48. fl r NOTES F 4 t RESIDENTIAL PERMIT NO. U69-220-063 VO4-1777 SHADWICK, KARYL ` ` 72 APACHE CIRCLE, OROVILLE CONT: SIERRA MH EX MH ON PERM FND THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). (2) STATEMENT OF FACTS (ONLY ON NEW MH'S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. 11 SPECIAL CONDITIONS II CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.., SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r Iq JOB FINALED (Date) Dir Signature it J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBI;.E HOME,UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap; -/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line fmg 5\1 5 -- MH MH Test -Demand -Val e 5. Electricity; MH Test Lfi-Waiter; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 44 -'Exits cense Decals �9 )(erify #'s with Office Date A Y Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Liqht Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date 58. Card B-1 Date Card B-1 Date 59. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Shear Walls; Nailing -Bolts 24. Fixture & Transformer Clearance -Ins. Protection Brace Interior/Exterior Wall Panels 25. Elec. Receptacles Spacing -Lights & Switches at Doors Insulation -Walls -Ceilings 26. Size Boxes & No. of Conductors Stapled Infiltration -Walls -Windows 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 70. Stairs & Rails Date 71. Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic ` Date 79. Card B-1 Date Card B-1 Date 80. Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Guard Rails & Deck Construction -Post Caps 41. Sills Proper Materials & Anchors Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Clearance Looked under Floor O Yes 43. Bearing Walls over Girders & Floor Nailing Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 44. Draft Stop in Walls (rat proof) Stucco Brown -Finish 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs A.C. Unit Disconnect, Electrical -Plumbing 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)536-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BP041777 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/01/2004 APN: 069-220-063-000 the Business and Professions Code, and my license is in full force and effect. y�Q38' G License Class: 46 License Number: Site Address: 72 APACHE CIR ORO G/ Date: j / Contractor: Map Index: OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: EX MH PERM FND EX SITE (1440) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: SHADWICK KARYL to its issuance, also requires the applicant for such permit to file a 72 APACHE CIR signed statement that he or she is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966-3957 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SHADWICK KARYL owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:- SIERRA MOBILE SERVICE and who contracts for such projects with a contractor(s) licensed BILL REID pursuant to the Contractors' State License Law.). 466 CIRCLE DRIVE ❑ 1 am Exempt under Article 3 of the Business and Professions Code OROVILLE, CA 95966 530-534-0599 Date: Owner: License #- 470386 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: is issued. 3'have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: j �� Carrier: --- ` Total Square Ft: 0 S. F. _ �`2 S Policy #: Valuation: $0.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions.L .0 �/ C�e-—fi- �Q �'lcS� Date: tpI�T a Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County CodR anrilor I hereby affirm that there is a construction lending agency for the Resolutions to do wo indicated above f ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: '7 % Name: By: PERMIT EXPIRES ON: 9- % —4,5T Address: — Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives offoff/g/uttt'e County to enter upon the above mentioned property for inspection purposes. / ? Print Name: y Signature: // Date: �' / ❑ Owner ontractor ❑ Agent for Owner 0 Agent for Contractor COUNTY OF BUTTE BUILbING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 'Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 j CORRECTION NOTICE / —9i a moi,.,_ ), c L 0 `/— l 7 7,7 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If -you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ()r Date ? p / Inspector/ REV 10/92 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds PERMIT NO. BP041777 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 07/01 /2004 APN: A69-220-065-000 the Business and Professions Code, and my license is in full force and effect. /I , f7Q3 00. 6 License Class : (� License Number: 7 Site Address: 72 APACHE CIR ORO Date: T / Contractor. / Y Map Index: OWNER73UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: EX MH PERM FND EX SITE (1440) Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: SHADWICK KARYL to its issuance, also requires the applicant for such permit to file a 72 APACHE CIR signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section OROVILLE, CA 7000) of Division 3 of the Business and Professions Code) or that he or 95966-3957 she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: SHADWICK KARYL owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor:. SIERRA MOBILE SERVICE and who contracts for such projects with a contractor(s) licensed BILL REID pursuant to the Contractors' State License Law.). 466 CIRCLE DRIVE ❑ I am Exempt under Article 3 of the Business and Professions Code OROVILLE, CA 95966 530-534-0599 Date: Owner: License #• 470386 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Architect: issued. 3- have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: � %`^"'� Total Square Ft: 0 S. F. ��� 7 Policy #: Valuation: $0.00 ❑ I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply mply with those provisions. Date: mom►: �eeef S'7 - ` Applicant: 1 vcC:t'• WI / • WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Code. andlor I hereby affirm that there is a construction lending agency for the Resolutions to dowo indicated above f ich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Co /—,IT -5� Name: BY /�G��%%n/ �1 Date: PERMIT EXPIRES ON: Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. O Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of utte County to enter upon the above mentioned property for inspection purposes.. Print Name: �� Signature: /( Date: G ❑ Ownerontractor ❑ Agent for Owner ❑ Agent for Contractor �%)TTFo BUTTE COUNTY PERMIT o DEPARTMENT OF DEVELOPMENT SERVICES 0 o BUILDING PERMIT APPLICATION 1P/� AND _ _ ° UIREMENTS �r SUBMITTAL REQUIREMENTS 0. o 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 BIN # OU N'�y OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION CONTRACTOR OWNER Name ` Address 72 - City Phone 534-0599 State. Zip 9�516 C Phone Class B Fax E-mail CONTRACTOR Name Sierra Mobile Service Address 4 6 6 Circle Dr. City O r o v i l l e State C A Zlp 95966 Phone 534-0599 Fax 534-0709 E-mail Lic. # 470386 Class B APPLICANT SIGNATURE X For office use only: ARCHITECT/ENGINEER Name Flood Zone Address �/9411�' KXz' . City V'ezf State Zip Phone SJ Y y Fax E-mail State License Number APPLICANT SIGNATURE X For office use only: APPLICANT NAME Name Flood Zone Address �/9411�' KXz' . City t V'ezf Stated Zip P6;F6 Phone SJ Y y Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning — Flood Zone S Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# O./ r _ zz o —06,3' Property Address �Z C'wcPe Cross Street WORKER'S COMPENSATION Policy Number 4257 Carrier State Comp Ins If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance. LENDING AGENCY Name Address J KAFORMS\BUILDING F0RMS\131dgApp1SubRgmts.doc Page 1 of 2 REV 4-30-04 SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) o 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings:. (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ T.- - 2Tlood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. .4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional. information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 4-30-04 �'� COUNTY OF BUTTE-DEPARTMEN DV LOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET •alldWl0,/610 ZZ() -O C� 3OWNER: Proposed Building Us 0Counter Technician: t Date: Iem required in order to apply for a p rmit. All boxes MUST be checked OR marked NA in rder to apply. .,, 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and.signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. 0 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. y8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor PlaQkle�igG�n or frld plans, all in du licate. XX Z::7- ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner � ❑ 14. Hazardous Material Form ❑ 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required......................................................................... ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. - ❑ 22. City of Chico Plumbing permit........:.............................................................. ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check: ❑ 25. Contact Land Development about _ Improvements, A- Drainage ......................... ❑ 26. NPDES Form.......................................................'.................................:... q/ 27. Encroachment Permit for riv ay r m ub c W r�s Dep ........................... 28. Pre -Inspection for required....... 10" G •23.04- 0 29. Contractor's license `lnfofmati`o0(0umtFr, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ '35. Existing violations and/or expired permits ...................................................... ❑ 36. eeclRestrictio.......................................... ......... ................... ... - 37Want Deed-hf Title Statement of Faci9 r from Legal Owner, heck to H.C.D. $ ❑ 38. Other: ❑ 39. Other: i When issued Telephone and hold for pickup. I have been informed of th above items and requirements for obtaining a building permit. Applicant: Date: l� G 1. Index permit ap kation for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the bove data by phone, ❑ mail, O counter, by Date: Plans reviewed by: Date: • R. O V Plans approved by: VA- Date Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division OWNER: - a j LOCATION: 91A CONTRACTOR: REASON FOR PRE -I DATE TO INSPECTOR i PRE -INSPECTION REPORT PERMIT HISTORY ( ) NONE ((NSEE ATTACHED BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential # of Units: Currently Occupied ( ) Yes Abandoned/Vacant: Electric: Electric Currently ( ) On Condition of Electric Gas: Currently ( ) On Condition Sanitation: Plumbing Worldng () Yes Obvious Sewage Problems ( ) Yes ACTION RECOMMENDED: ISSUE Hold for permits or verify: ( ) No ( ) Off ( ) Off ( ) No ( ) No Vyes Mobile home # of Units: ( ) No Inspector: _ Date: vT,1v rru RTTrT .nTNP_c nN RF.VFR CF A Nn TNT)Tr A TF. T ,0 A TTON ON PR OPER TV'_ BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. n BUILDING PERMIT APPLICATION) r q q AND SUBMITTAL REQUIREMENTS Ir 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 BIN 0 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION CONTRACTOR OWNER Name ` Address Z 1 &A2 City Phone 534-0599 State. I Zip %�5-j66 Phone Class B Fax E-mail CONTRACTOR Name Sierra Mobile Service Address 4 6 6 Circle Dr. City O r o v i l l e State C A ZIP 95966 Phone 534-0599 Fax 534-0709 E-mail Lic. # 470386 Class B APPLICANT SIGNATURE X For office use onl : ARCHITECT/ENGINEER Name Flood Zone Address S Yes f No City Type Const. State Zip Phone Sj y S % Fax E-mail State License Number APPLICANT SIGNATURE X For office use onl : APPLICANT NAME Name Flood Zone Address S Yes f No City Type Const. Stated Zip P6— 6 >; Phone Sj y S % Fax E-mail APPLICANT SIGNATURE X For office use onl : Zoning — Flood Zone S Yes f No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS LOCATION AP# O6'9 —2x O — 06.3 Property Address Cross Street WORKER'S COMPENSATION Policy Number 4257 Carrier State Comp I n s If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Foundatio.n under existing M/H Sq. Footage f i '5 ❑ Structuruilt without Permits ❑ Proposed ange of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. �. Amount: ✓ Total K:\FORMS\BU►LDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 4-30-04 A Q 22-63j Eugene H. Riggert II 72 Apache Circle, lot 255, KR#3, Oro. Permi #5867-76B(support structure/ Permit #58 8-76P;E(uti ,MH) 10% �ELEC. / GAS_�i �T ST p ` _4 SUPPOR RUCTURE REQ._�� lfi� u�/ COMPACTION TEST REQ. lap contr: Earle Towne, Paradise Permit #6389-76MH`I'42'0%4 Issued - . j 34— Contr: Earle Towne Per mi #6718-76P(plbg for 5868-76 MH i n�_�_�!!► l_"1 _ _ _ Pe't #4158-77B,E(new private gara w/cover - 4' Permit #6435- E(pr- age, aces 4158-7 V" 34-9- 2 2 Permi 5030-80B,E(new ri. a np g rage W/open ,deck on r 69-22-63 j Permit#3320-83B(Is & 2nd newa 5030-81, 1 9-22-63 Permit#3795-84B(3r & 4th renew 1� 080 j 80) Permit 69-22-63 36-85B (5th renewal -/5030-80) - - C Building Permit Number: 0 �-/ % % % Owner Name: 9JOd G) I G k - Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 U.B.C), 2000 California Plumbing Code ( 2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.) and the 1999 California Electrical Code (1999 N.E.C.) COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Page 2of 2 Building Permit Number: 0 Y - / 77 % Owner Name: �h6LCJ W j Ci('— mg Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. 0 Fire sprinklers are required in this structure. The following parcel map requirements shall be met: All structures and _a-au,ipment including overhangs shall be clear of all easements. A setback of6D e'et from the side andG-O t om the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Vector. Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/212003 INDEX Approval PAGE RELEASE SECTION NUMBER DATE Ir1ANUFACTUREDHOMEIMOBILBHOMs FOUNDATION SYSTEM HEALTH AND SAFETY CODE, SECTION 18551 APPROVED INTRODUCTION - 2 9/2/03 GENERAL INSTALLATION 3 9/2/03 PARTS LIST 4 & 5 9/2/03 LONGITUDINAL DEVICES 6 9/2/03 PIER HEIGHTS- 7 9/2/03 SET-UP INSTRUCTIONS 8 9/2/03 FOOTER SIZES WIND ZONE I -SINGLE 9 9/2/03 ;DOUBLE �:10�. r �9/2/03 - TRIPLE 11 9/2/03 . - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 - DOUBLE 14 9/2/03 - TRIPLE 15 9/2/03 V -DRIVE & PIER SYSTEMS SOIL CLASSIFICATION CONCRETE INSTALLATION 16 17- 18 & 19 COMPONENT PARTS AVAILABLE UPON REQUEST 9/2/03 9/2/03 9/2/03 6'PA Thiry SUWBa TO CORRECTIONS NOTED MKOVAL DOES NOT AUTHORIZE OR APPROW ANY ISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLB STATE LAWS AND REGULATIONS Steto of Califomla '�Pliouaio and Commually Davalo1 0 N 040DES AND STANDARDS / (Sipa-6) QKOFES$/ONv ' UTTE COUNP f ` 0LOING DEPARiM ,N,�, AP P RO-V'M' t 031 ti 00 I (y) 0 N O O 0 Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls-with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone. I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure T" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California ` 9/2/0 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads: One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE -TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 4x4 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure. center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED . Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor. to the top*of the 1-13eam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. Page 3 California:� 9/2/03. Longitudinal Stabilizer Devices The use of LSD systems on a . single or multi. section home replaces longitudinal anchors, stabilizer plates and straps. * The Longitudinal Stabilization Deyice (LSD) ;3 v..J +I, ►hc Vote+or Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is. shown on pages 10-13. LSD 1. Longltudlnal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 Per system) 4. rle Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts =1 L.S.D. Can be used on one pad or e opposite ends of the home. Examples of Possible Placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single Section I I .I I I I I I I I I I � I I I I I I I I I I I I Wind Zone Double Section 18 Ft. Max. 32 Ft. Max, Forgreater widths use triple section design. Wind Zone Triple Section t I 1 l l 1 � I I I l I l � l I ' Wind Zone I Tag Section 48 Ft. Max. Page 6 California <CH - -- c 9/2/03 50 in Max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes In Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zoned., have a maximum pier height without anchors of 38"..See page 12 for double section home high pier set instructions. 50 it Max. Unequal Pier Heights 4aximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference betv�.een the taller pier and the shorter pier cannot exceed 26". Page 7 California, 9/2/03 Set -Up Instructions for Vector System #59018 Long U -Bolts 1. Set Vector Pads Clear all vegatation'where pads will rest. Place - a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. Page 8 r f�. {CEt T r4�4a�i•ib`4kt� �� tia. D� Q !� r VXA,. Iif 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to out- side tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Califor 9/2/03 CD .L n 0 cn \,_ N lel WIND ZONE I, SEISMIC ZONE 4 Vector Systems' Required Anchors Required Per Side Vector Dynamics Systems Required for 0 to 40' 2 Double Secfion Homes 2 \ 1 \ (Materials Required) ome 3 ---- 4 0 __ _-_--""dble Se°tion 5 21 °a 4 10 a �s . •` .pro -_mom _ _ :+� - ♦ 1 NOTE: Vector Systems should be spaced as symmetrlcally as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 28'-36' wide, 38"for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad Soil Classifications: Soil Bearing Capacity Anchors Reauired': 2, 3, 4A, & 4B• 1,000 PSF minimum None ('Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems' Required Anchors Required Per Side L.S.D. 0 to 40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' 5 0 4 tacn vector System .requires one of the following: 1-4x4 or 2-2x4's pressuretreated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: _ 16x16 = 256 sq. in. ' ' = = - - - = �L` ��= 20x20 400 sq. in. or 1 6x1 8 = 288 sq. in. or 17x25=425 sq. in. - -- EQUALS '�_;,,y _ EQUALS -- - - - 2 -Vector Pads # 59275 `` - 1 -Vector Pad # 59271 - 288 sq. in. or 432 sq: in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent liste bone. "Foundations in soil with a bearing capaclly of less than 1,000 PSF must be designed by a Registered Professional En in tar with site conditons - Page 17 California 9/2/03 p r P C ' PERMIT NO. 5030-80B,E PERMIT EXPIRES �Y • OWNER Eugene Riggert owner CONTR. -63 ASSESSOR PARCEL ('Q ;L j-- 43 LOCATION 72 Apache Cir., lot 255, KR#3, Oro. x t s+ ;f t i+ y}r 1 S� +Lq^ ' Temp. Power Pole " Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service 1T' Called PG&E % 9 � JOB FINALED (Date) Signature t I, P C ' PERMIT NO. 5030-80B,E PERMIT EXPIRES �Y • OWNER Eugene Riggert owner CONTR. -63 ASSESSOR PARCEL ('Q ;L j-- 43 LOCATION 72 Apache Cir., lot 255, KR#3, Oro. x t s+ ;f t i+ y}r 1 S� +Lq^ ' Temp. Power Pole " Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service 1T' Called PG&E % 9 � JOB FINALED (Date) Signature t I, V = OK - 0- = Not OK = Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete r 2. Footings; Size -Depth -Spacing -Connectors 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4, Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card - BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI S. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water, and Sewer Connected -C/O to Grade -HD Approval 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -B1 Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date OK = Not OK Not Applicable Not Ready RESIDENTIAL, (Single and Duplex) Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 7. Piers -Fireplace Ftg.-Steel 53. 54. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11.Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Card -BI Date Date Card -BI Date Date Card -BI Date FINAL (Plans) OK except q's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date _ Date Card -BI Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. 60. Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 17. Shower Pan; Test, First Floor -Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. 63. Stairs & Rails Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except H's 66. Elec. Outlets & Receptacles at Kit. Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23, Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic [3 Yes 73. Guard Rails & Deck Construction -Post Caps T 25. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance d Looked under Floor ❑ Yes dl 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or At, Insulated Neutral ❑Yes E) No 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes E) No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B-1 Date Card -BI Date 82. 83. Glass Protection Corrections from Previous Inspections ry Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86. Energy Compliance Certificate -Other Certificates _ 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI - _ Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING(Plans) OK except q's Comments at Final: 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ _ 38. 39. 40. 41. 42. 43. 44. Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties or Type A Flue -Fireplace Throat _ 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 47. Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) n� `Faa;ecxs� ;s:3 Eugene Riggert P.O. Box 386 Live Oak, CA 95953 Dear Mr. Riggert: March 30, 1982 RE: Permit X65030-80 (AP 69-22-63) In October 1980, you obtained the above permit to construct a garage with'an open deck over it. At the present time, the permit has expired, you have not requested the required inspections and there are the following known corrections which must be made: ( Prov a handrails at the temporary stairs. ( itional nailing is required on the siding edges for a nail spacing of 6" center to center maximum. ( o de a guardrail at the narrow portion of the deck at the top of the s airs. ( ide data to verify the fiberglass surface on the deck is a material approved for that purpose. . Please contact this office within ten (10) days of the date of this letter to renew the building permit, and then make the above corrections and request final inspection and approval. Should you have any questions concerning this matter, please contact this office, Yours very truly, Clay Castleberry Director of Public Works J.F. Glaader JFG:ds Chief Building Inspector cc; Building Inspector, Oroville Eugene H. & Edna C. Riggert 5230 Mississippi Bar Road Orangevale, CA. 95662 Dear Mr..& Mrs. Riggert: 61 t September 17, 1980 RE: Building Permit #4158-77 and Renewal #6435-78 (AP 34-74-63) I ' With reference to the above subject and the permit you obtained to construct -a garage and covered deck on the property you own at 72 Apache Circle in Oroville, the permit has expired, the work is not completed, and there are hazardous condi- tions which must be corrected. On September 11, 1980, a building inspector visited the site and found the follow- ing hazardous items which must be corrected immediately: 1. Two (2) stairways have been constructed without handrails, the first step exceeds 8" above the ground, and the structural stability is questionable. 2. At the sliding glass door, there is not an approved landing or stairway. Since your permit has expired (10/31/79), a permit is required to make this correc- tive work. Please contact this office within ten -(10) days of the date of this letter, obtain the required permit, and request an inspection to verify completion of the above items per code requirements. It appears you have abandoned the actual garage construction since only the founda- tion has been done. It will be necessary to obtain a new permit when the garage construction is again started. Should you have any questions concerning this, please contact us. JFG:dd cc: Mr. Hurlburt, 72 Apache Circle, Orroville 95965 Building nspec or <i��//f� Yours very truly, Clay Castleberry Director of Public Works Original• signed by J. F. Glander, J.F. Glander Chief Building Inspector 1A. 'V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. �.� Coprity Center Drive - Oroville, falifornia 95965 - Telephone 916/534-454 APPLICATION AND PERMIT ASSESSOR PARC L N M R ING T UILDING PERMIT e OW 111� �r� T� ��Ij��� f7 �®'C.7ry3360 S0. FT. OCC. BUILDING VALUATION ER'S LING ADDRESS C NTRAC TO R'S N ME /��p hey— TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation LENDER'S MAILING ADDRESS Permit Fee $ ,0 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ IOU - Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ i BUILDING ADDRESS PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO.SUBDI VISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUC RE SF ❑ Duplex❑ Mobilehome(r Other SPECI FY Building sewer Lawn sprinkler system 1 1 2.00 TYPE OF WORK New Er""Additio Remodel Utilities ❑ Installation Other ❑ Describe work: t r Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 600 Main service 600V OR LESS 100 AMP OR LESS 5.00 ,! Main service EA. ADD'L 100 AMP 1 2.50 NEW CONST.( C OR ADDNS. ( ACC. BLDG ) 20sgft R, CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. XLicense No. Classification XI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR MULTI -OUTLET 2.50 ea NON-RESID BRANCH CIRCUITS) NEW CONSTR. POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. ' Ex. OCcup(OUTLETS OR FIXTURES a ��i FIXED APP LHS, OR , Ex. Occup.(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6,25 Permit Fee $ , Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1�7f 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue againsf'Ta_`ifi County in co ence of the granting of this permit. %� Date O Signature o Applicant — 1/9 Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct -R ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE s 7A 4D OCCUP. GROUP I TYPE OF CONST, PARCEL PD I .71.1S This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which CTDOR OF PUBLIC By PERMIT EXPIRES Date�� the applicable provi- resolutions to do fees have been paid. WORKS pp Date J0- Q. Receipt No. ���0� WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT 1� i� COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA. 95965 Phone: 916-534-454. 4 OWNER -BUILDER VERIFICATION ' Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to -provide the major labor and materials for construction of the proposed property improvement (yes or no) . 2. I (have/have not) signed an application for a building permit for'the proposed work. 3. I have contracted with construction: Name Address / Phone following person (firm) to provide the proposed City Contractors License No. 4. I plan to provide port ns of this work, but I have hired the following person to coordinat supervise, and provide the major work: Name Address / C ity Contractors License No. 5. I will provide somXddress the work but I have contracted (hired) the following persons to provide work indicated: Name Phone Type of Work S igned : Property Owne Social Security nu er �- -Date' Vn NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. K (For Action 1, 2,3) (For Information Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. l Drng. / S.I. Sub. & Pcl. Maps Permits REMAILED 9/24/80 September 176 1980 Eugene H. & Edna C. 'Riggert RE: Building Permit #4158-77 and 3 3 / lddtlsis6�ltddlf t`/iXdtrfd P.O. Box 386 Renewal "35=78 Live Oak,. CA. 95953 (AP 34-74-63) Dear Mr. & Mrs. Biggert: With reference to the above subject and the permit you obtained to construct a garage and covered deck on the property you own of 72 Apaches Circle in 0roville, the permit has expired, the work is not completed, and there .are hazardous condi- tions which must be corrected. On Septembor 11, 1980, a building inspector visited the site and found the follow- ing hazardous items which menet be corrected immediately: 1. Two (2) stairways have been constructed without handrails, the first step exceeds 8" above the ground, and the, structural stability to questionable. 2. At the sliding glass door, there in not an approved landing or stairway. Since your permit has expired (10/31/79), a permit is required to make this correc- tive work, Please contact this office within ten (10) days of the date of this letter, obtain the required permit, and request an Inspection to verify completion of the above Items per coda requirements. It appears You have abandoned the actual garage construction since only the founda- tion has been dose. It will be necessary to obtain a new permit when the garage construction is again started. Should you have any questions concerning this, please contact us. JFG:dd Yours very truly, Clay Castlebeerry 0irecfor of Public Works J.F. Glander Chief Building Inspector cc: Mr. Hurlburt, 72 Apache Circle, 0roville 95965 Building Toapector Sae (g) -7a. IlQ �'"P S T �+7 `rtrz�rd 1 � }t.L � �*�► � � arh f / 4. Other (specif Present use of build A. Sanitation (Housing) 1. Water closet: 2. Lavatory:, 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating•facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water -,supply: 13. Rubbish and garbage facilities: 14. Comments: `lt. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments• . C. Electrical 1. Service and ground: 2. Receptacles: ' 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas hearing vents: 4. Comments: i�nnt�nncii nn 1anLl BUTTE COUNTY DEPARTMENT OF PUBLIC SPECIAL INSPECTION REPORT Owner: P r A.P. / �� `t - 7q-& r Address: Date of Inspection Tenant: Inspector Building Location: 44 Type of Inspection requested: 1. Housing / / 2. Financing L_L 3. Change of Occupancy to f / 4. Other (specif Present use of build A. Sanitation (Housing) 1. Water closet: 2. Lavatory:, 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating•facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water -,supply: 13. Rubbish and garbage facilities: 14. Comments: `lt. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments• . C. Electrical 1. Service and ground: 2. Receptacles: ' 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas hearing vents: 4. Comments: i�nnt�nncii nn 1anLl E. Other s I. Maintenance and repair: ' 2. Fire hazards: 3. Safety hazards: -J-' 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments: F. Commercial Buildings 1. Roof covering: 2: Distance to property lines: 3. Physically handicapped: 4. Rest-oom floors and walls: 5. Exits: 6. Improvements: 7. Zoning:_ 8. Comments: C:L' q e tem J G.FField Problems or Violations �Y o w e.ac,�.. C-�/��� 1. Probl or -viola ion (gi. ecomp Pt descr p on) : 2. What actio taken i.v l"-comple ; escril't*;G�x) 3. gat action recommended: %j A. information only - file. /� /B B. Hol<.d for ten. (10) days, then write letter. !✓I . C Wxite letter. /% D. other: V COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER • 69-22-63 ZONING RT -1 BUILDING PERMIT OWNER EUGENE RG ELE TPHONE SO. FT. OCC. BUILDING VALUATION 1st & 2 d Renewals OWNER'S MAILING ADDRESS DDR 2675 Knollwood Dr., Cameron Park CA 95682 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee (2 of Orig) X 2 $ 32.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 42.00 BUILDING ADDRESS 72 Apache Circle PLUMBING PERMIT FiIingFee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Oroville Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5,00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Pri Garage SPECIFY Building sewer 5.00 Mobile Home S I G I W 10.008 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [—I Installation ❑ Other] Describe work: 1st & 2nd Renewals of Permit #5030-80 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OROR LESS10.00 Main service EA. ADD'L too AMP 2.50 NEW CONST.// DWELLING OCCUP.& OR ADDNS. \ ACC. BLDGS. 2/2QSgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR POWER APPARATUS &) NON -RESID, SINGLE OUTLET CIR. Ex. Occu 200002 P�o XTs OR FIXTURES BAL®30 FIXEEDD APP LNS, OR EX. Occup. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. lio1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice o Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai aid County in nsequence of the granting of this perm't. Date Signat0 of Applicant — Ownerg Contractor ❑ Agent An OSHA permit is required for excovllations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ G2.00 OCCUP. GROUP I TYPE OF CONST. PARCEL PD I ND I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work which fees have been paid. I F P BLIC WORKS By Date EXPIRES to 10-2-83 Receipt No. 0.713 WNITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA.' 95965 Phone: 916-534-4541 OWNER -BUILDER VERIF ICAT ION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing -and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labo d materials for construction of the proposed property improvement (yes o ,no - 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address. City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work S igned : Property Owner Social Security bE. Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. EO - 4 1 File No. BUTTE COUNTY (For Action 1, 2,3) Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Transp. R/W Mapping Land Dev. Ref. Disp. Drng. / S. I. Sub. & Pcl. Maps Perm its Eugene Riggert P.O. Box 386 Live Oak, CA 95953 Dear Mr, Riggert: March 30, 1982 RE: Permit 45030-80 (AP 6922-63) In October 1980, you obtained the above permit to construct a garage with an open deck over it, At the present time, the permit has expired, you have not requested the required inspections and there are the following known corrections which must be made: (1) Provide handrails at the temporary stairs. (2) Additional nailing is required on the siding edges for a nail spacing of 6" center to center maximum. (3) Provide a guardrail at the narrow portion of the deck at the top of the stairs, (4) Provide data to verify the fiberglass surface on the deck is a' material approved for that purpose, Please contact this office within ten (10) days of the date of this letter to renew the building permit, and then make the above corrections and request final inspection and approval. Should you have any questions concerning this matter, please contact this office, JFG:ds cc: Building Inspector, Oroville Yours very truly, Clay Castleberry .Director of Public works J.F. Glander Chief Building Inspector J r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 It I APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 69-22-63 ZONING BUILDING PERMIT OWNER Eugene Riggert TELEPHONE S0. FT. OCC. BUILDING VALUATION 3rd & 4th Renewals OWNER'S MAILING ADDRESS 2675 Knollwood Dr, Cameron Park, CA 95682 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee � of Orig X 2 $ 32.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 42.00 BUILDING ADDRESS 72 Apache Circle PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Oroville Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE Pri Garage SF ❑ Duplex ❑ Mobi lehome ❑ Other $ SPECIFY Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ® Describe work:3rd & 4th Renewal of Permit #50303rd & 4th Renewal of Permit90 _ (est & 2nd/3320-83)& 2nd/3320-83)OR Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600 AMP LESSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. ) 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9Div. 3 of the Business , and Professions Code and my license is in full force and effect. License No. Classification V I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTIE .OUTLT 2,50 ea NO N.RESID BRANCH CIRC ITS NEW CONSTR. ( POWER APPARATUS &) NON-RESID. SINGLE OUTLET CIR. Ex. zoesoa Occu P�o XTs OR FIXTURES BAL®30 FIXED ED APP LNS. OR Ex. Occup. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation lInsurance or a Certificate of Consent to Self-Insure.fir,, R flur I shall not employ any person, in,aryymanner Sojas to become subject to the W. C. laws of Cal.iforW" Notice to Applicant: If aftee.•making this sta.tement;'should you become subject to the W. C. provisions of the'Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances•arid State Laws relating to building construction, and hereby authorize'reprerftatives of the Countyot Butte to enter upon the above-mentioned property :iesor inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said_Pounty in consequence of the granting of this permit. �( ,� Date — Signature of Applicant Owner LK Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ 42.00 OCCUP. GROUP I TYPE of CONST. PARCEL Po I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. RE TO PUBLIC WORKS Va By 0 Date —� PERMIT EXPIRES Dat 10-2-85 Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT t 1Pau 030 �► r90 �° zV10 �o t ' 4 t , t 1Pau 030 �► r90 �° zV10 �o COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,.Oroville, CA. 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: ,An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information in the envelope provided at your earliest opportunity to avoid unnecessary delay in processing and issuing your build- ing permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) `Aza—F signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address. City Phone .— Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name iXnW_.IP Address ' City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work �'w ' S igned : Property Owner Social Securit mber Date_` /On mac,/ NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. J 7 County Center Drive - Oroville, California95965 - Telephone 916/534-454 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 69-22-63 ZONING BUILDING PERMIT OWNER Eu ene e t TELEPHONE SO. FT. OCC. BUILDING VALUATION OW R'S MAIL G ADDRESS 2675 Knollwood Dr., Cameron Park CA 95682 8W1 R CTOR'S NAME TELEPHONE 5th renewal permit CONTRACTOR'S MAILING ADDRESS Fireplace COWJRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee FEE 16.00 $ XXRXM ARCHITECT OR ENGINEER none LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 26.00 PLUMBING PERMIT Filing Fee 10.00 72 Apache.Circle, e Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Othera s ECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 5th renewal permit #5030-80 (21 3rd & 4th renewal #3795-84) Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e°OV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 —1-bONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect.SINGLE License No. Classification I, .as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.& , OR ADDNS. ACC. BLDGS. 2h Qsq ft NEW CONSTRMULTI-OUTLET NON.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS e OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES 20050Q eALO 30 FIXED APPLNS. OR Ex. OCCUp- OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 15.00 9 Permit Fee $ of WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to; all County Ordinances and State Laws relating to building construct ionf and Hereby authorize representatives of the County of Butte to enter upon the,dove4iintioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, ents, -cod nd expenses which may in any way accrue ainst said u y in con en a of the granting of this per ' X Date i r' d Ignature of Applicant — n ,,`�'Gontroctor ❑ Agent ❑ An OSHA permit isrequired for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ 26.00 OCCUP. CONST.TYPe FLOOD PARCEL PD ND seuE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRE OF P WORKS BY Date PERMIT EXPIRES Date 10-2-86 Receipt No. WNITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT r COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Orovill-e, CA 95965 Phone: 916-534-4541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I ( ave ave not) signed an application for a building permit for t e proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name —' Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hira*d) thePyfollowing persons to provide the work indicated: �j`'✓� Name Address Phone vE'r Type .of Work Signed: Property Owner Social•Security Number - — Date � S' NOTE: This Owner -Builder Verification is sent to you as required�'by,Sec'tions 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the. permit. filoeV-+ 69-,90-0 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center DAive,.Oroville, CA 95965 PHONE: 916-534-4541 Eugene Riggert 2675 Knollwood Dr. Cameron Park., CA 95682 With reference to the above subject: DATE November.], 1985 RE: Renewal of Permit #5030-80 A.P. # 69-22-63 X Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet _X_ Owner -Builder Verification Form List of Codes Enforced OTHER 1_X.L We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Oroville, for _ X Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. X/ OTHER OTHER Please complete the attached form and return to thea office se We may issue your renewal permit Thank you Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F. Glander Chief Building Inspector t' PERMIT NO. 586746B PERMIT EXPIRES/./ OWNER Eugene H. Riggert CONTR. owner i, LOCATION (A.P. 34-4-63 ) 72 Apache Circle, lot 255, .KRYt3, grovi7le W I Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E j JOB FINALED` (Dat G (Signatur(T COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Setback - Firewall Soil Piping Forms Parapets 1st Floor PLUMBING Main Bldg. I Restroom Finish 2nd Floor Footings —_ Windows 3rd Floor Stemwall &4L)----'Sid1ng To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures- Footin s StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Pi in & Test// Temp. as Slab Final �' ''' - �P- Sanitation Patio FIREPLACE Final Footing s Footing ELE Masonry Walls Throat Rou h Relnf. Steel^l % Final Fixtures Bond Beam FIRE SF18INKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANI L Grd. Fault Prot:' Scratch Heatin Service Brown - Cooling Temp. Pole j Finish Ducts Under round Interior Lath Ventilation Permanent , Door Closer Final Final iv DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) L &7/4/77,X5 9. Electrical A. Is sei-vice Large enouglk to provide ,adequ;ite umpc-.rage to mobilelrome (must equal rating of mobilehome i,rith.a.-.-dnu-:um cKf,100 amp) and other facilities on lot, i.e., water pumps, c,ara-e, 'cawina, etc.", Yes _iN No B Is there proper clearances around panels? Yes-KNo_ C. Is power supply cord or feeder assembly Properly fused? Yes No D. Is continuity test satisfactory as per the following procedure? Yes -kNo_ il,�De-energize electrical wiring system of the mobilehome at the pedestal. cl- ake sure that the power supply cordr or feeder assembly conductors, including neutral conductor, haves been disconnected. 04 -"'Switch all breakers and switches in,,the mobilehome to the "on" position. r Z.4-�.Connect one lc.,ad of a test instrument to the mobilehome grounding conductor and apply ti.e o.tlier Lcad -to e.ac 1, riiOuileiio-fre Supply Coriuiictor, iucluding neutral. • ti t+ 1 nor. -current, carrying metal parts of the mobilehome (aluminum siding, gas line, .iter line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity te::;t shall then be made between t.heIgrounding electrode and the chassis of the 1110bilehome.. Upon satisfactory completion of theel.ectrical tests, the lot or site service equipment may be approved for energizing. I Job card signed by Health Department for water and sanitation? t 1. f evicerything ol<ay, sign off card and t.a sorviees. MOBILEi'M .L DATA �y Manufacturer and/or Namestyle Length (O 0 Width Vehicle Serial No. .... 23 Z- � 7, State State Identif. /cation No.. _ r.d(" i tional Information or Cornment-s: a �� 1 ti0}3TI.''iOME I167'ALLA'I ION INSPECTION CHECK 1,1ST 1. Is the. mobilehonie located wi.i i required separation from lot lines and buildings and general].\ conform to plot plan? y(, s No 2, noes the mobilehome have -required clearances above ground? (Sec. 5085) Yes -4 No 3. Are foot:i.n,,;s and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec, 5082 & 5083) Yes-6NNo 4. Is the mobilehome level.? (Sec. 5088) Yes „No 5. If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes0 5, Water. A. Is fl xilble connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Y'esg:I B. Test - Does water piping withstand working pressure or 50 lbs, air test? Yes,&No A.,�Backfl.ow - If coach is not State of California approved, does station have backflow device �J and pressure -relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes No B. Does it have minimum per foot slope and is it properly supported? Yes No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe? Yes NOX y�it coach is not State of California approved, does station have required trap and vent?. N l Yes No 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft, long? Note: All piping is to be at least as large as the mopilehome gas line' inlet without reductions, other than the mobilehome connector. Yes No B. Test K as per following procedure? Yes4No Open all appliance connector valves.- A `. Shut off appliance burner and pilot valves. test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min, without drop. 4 onnect: gas meter to mobilehome with connector, turn. on gas, test connections with v Soapy water. C. Are all appliance vents properly installed? YesNo COUNTY OF BUTTE — '`DEF4RTMI NT OF PUBLIC WORKS 7 County Center Drive — UYoville, California 95965 =may Telephone: 534-4541 / / 0 APPLICATION AND PERMIT i u — — representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X +iature of Permitee or Agen Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date. By permit expires Date BUILDING Owner O SQ. FT. OCC. BUILDING VALUATION Mailing Addr 0D, O O D p Telephone No. 01& Fireplace . Contractor Total Valuation 7V2 g'00.00 Mai I Ing Address Permit Fee , O p P I an Checki ng Fee &/or Penalty Telephone No. Permit Fee , 00 2—pt Building Address ''7c=l PLUMBING No. @ FEE PERMIT FILING FEE $3.00 ) e i _ Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. � 7_— Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fe W. iatimr' Fire De t. F' Zone I Use Permit Building sewer 5.00 EQA Parkin Plans Declaration I aP IBldg. 60' R/W Improvements Lawn sprinkler system 2.00 77, Plans Rec'd ParcAt' royal Plans proval Permit Fee $ is NEW ADDITION ❑ UTI LI TIE OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 RVW 600V OR Main service 100 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( DACCLBLDGS.LING CCUP. &) 2¢sgft NON•RESID R (BRANC-OUT LET H CIRC UITS)2.50ea NEW CONSTPOWER APPARATUS6) NON- R RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES) BA@� 109 FIXED ALNS. Ex. Occup. (OUT LETSP(RESID)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Licen o. Classification Misc. Wiring 6.25 am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I hav laced on file with the County of Butte a certificate of Wo men's Compensation Insurance. certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEE PERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby a th TOTAL PERMIT FEE $ 2 u — — representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X +iature of Permitee or Agen Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS BY Date. By permit expires Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — t)roville, California 95965 67le Tel ephorie: 534-4541 7�, - APPLICATION AND PERMIT , a.I, Vc 0 416 VUUIILy UI DULLC LU tinier upon ine entioned property for inspection purposes. �X Date_—/S r Permitee or Agent ece�4 /�Whiteow-Assessor --Pink-inspector _ Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI ECTOR QVPUBLIC WORKS>// By Date / 5 —7"b S 6ZT fit+iag,perrr i " Date s�rrs_-.7 BUILDING Owner �2 Q. FT. OCC. BUILDING VALUATION Mailing Addre s Telephone No. Fireplace Contractor Total Valuation Mailing Address 557 0 G e Permit Fee Plan Checking Fee&/or Penalty r: ele hry� N . 7E!—o(o io7 ¢ Permit Fee $ Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 si, _60 Each Trap 1.50 AG A?b G Repair drainage or vent piping 1.50 -/, j h 8 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. — �� 3 Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50W- Q Each additional outlet .30 W. . Fire Dept. Fire Zone Use Permit Building sewer 5,00 EQA Parkn g Pla13ld Declare ion Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 ec Parcel Approval Plans Approval Permit Fee $ UQ $ ToR NEW ❑ ADDITION ❑ UTILITIES. OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 00:72 liq/�!/ O Main service 600V OR 100 AMP ORLESS5.00 KeVy l' /' Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELING OR ADDNS. ( ACCLBLDGS,CCUP. &) 20.sgft NEW CONSTR. MULTI -OUTLET NON.RESID. BRANCH CIRCUITS) '2.50ea NEW CONST R. POWER APPARATUS & NON -RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name St Of: • Ex. Occup(OUTLETS OR FIXTURES)@25Q BAL�1 U FIXED APPLNS. OR EX. OCC2.00 P• (OUTLETS (RESID,) EA) Temporary service 10.00 Mobile Home Facilities 15.00 License No. � S `i S Classification <5--�v 1-1�' Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. LSI I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this ermit is issued I shall not employ any person in any manner so s to become subject to the Workmen's Compensation Laws of Cal ornia. MECHANICAL No.1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I celify that I have read this application and state that the above info�nat'on is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby anthrti TOTAL PERMIT FEE $J3.70 C a.I, Vc 0 416 VUUIILy UI DULLC LU tinier upon ine entioned property for inspection purposes. �X Date_—/S r Permitee or Agent ece�4 /�Whiteow-Assessor --Pink-inspector _ Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DI ECTOR QVPUBLIC WORKS>// By Date / 5 —7"b S 6ZT fit+iag,perrr i " Date s�rrs_-.7 / Z / 5-7� i PERMIT NO. 5868-76P,E*-- r� PERMIT EXPIRESZ 11 77 ��OWNER Eugene H. Riggert CONTR. owner LOCATION (A.P. 34-74-63 72 Apache Circle, lot 2-5, KRUk3, Oroville �j ' 11 Y i . • 1 i ' 11y EA ' i, t • ` I° Temp. Power Pole Called PG&E Temp. Elec. Serv. J. - Called PG&E e�"f Temp. Gas Serv. L-0 -I —7(,. P4"WI YFINAaIIed / J—/LED /v f� (D �. 1&1)n 1C_- . (Signature) . COUNTY OF *BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback fg — , — 2 Firewall Soil Piping Forms Parapets list Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Pipinga-- Piers Roofing Sewer 42 Garage Fdn. Vents Fixtures Footings StemwaI I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicapped Conformance of ex. structure Appliances Gas Pi In &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough G Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLE S Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANI L Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish' Ducts Under round . Interior Lath Ventilation Permanent [Final Door Closer Final DATE REMARKS OR CORRECTIONS sizMt To .off. o a o o ,4 yIES yIc-S '4�/NS4 1,•b��.® r (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLS, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the Calf nia Administrative Code, Title 25, Chapter 5, under permit numbed -% for the following location: 22 Owner 1 L/6,€N,E oe 16 6E le / Owner's Address Mobilehome MfglrANt /.12) Model '---"'Year Insignia No.2.57 Serial No. A1,1-13%Fl 4B4I.�37� It is hereby certified for occupancy at the above described location, and may be occupied. Direct r o Public Work- Date 1 lO (o By THIS CERTIFICATE IS VOID WHEN MOBILEH04 IS RELOCATED ,F COUNTY OF BUTTE - D8PARTMENT OF PUBLIC WORKS 1• 7 County Center Drive — Droville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT auuwrize rep esentat ves UI the County of Butte to enter upon the above-mentioned property for inspection purposes. X ate /6 ZZ z g oture of Permitee or Ag/e'n L�,eceit No.ite-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF')PUBLIC WORKS BY�'.� -� Date -1 t- ) - 7 !o B ding permit expires Date 22! BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mai I i ng AddresE� Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ Building Address jlxn PLUMBING No. @ FEE PERMIT FILING FEE $3.00 9,0 / e _ Each Trap 1.50 l C/ Repair drainage or vent piping 1.50 Water piping 4-130 �. O s Each gas water heater or vent 1.50 t� rt tcatlon On A. P. No. %� lj� tarn anning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F$es_ C. X Fire Dept. Fire Use Permit Building sewer 566 —0 EQA Parking Plans Parcel Declaration cel 60' R/W Im r p ovements Lawn sprinkler system 2.00 Bldg. Plans Recd ZS'' Parcel Approval P s App oval Permit Fee $ 23-.00 $ Z c'X NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 9.00 LEV ORSS Main service 100 AMP 5.00 ,y''• O Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ 60 Main service 1100EAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 p� _ _ ice$ . FT. MINIMUM LIN OCCUP, &) 2�syft NEW CONST. ( DWELG OR ADDNS. NEW ( NON.RESIESID. BRANCH CIRCUITS) 2.50ea D, FOR MOBILES NEW CONSTPOWER APPARATUS & NON.RESI R D. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)50 @2-9c 104 Ex. Occu FIXED APPLNS, OR P•(OUTLETS IRESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 r 0 Licen No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $.Z!; -j O $ Z WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Wn's Compensation Insurance. y that in the performance of the work for which this p��.O�r,t rms issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No.1 @ I FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ TOTAL PERMIT FEE $ auuwrize rep esentat ves UI the County of Butte to enter upon the above-mentioned property for inspection purposes. X ate /6 ZZ z g oture of Permitee or Ag/e'n L�,eceit No.ite-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF')PUBLIC WORKS BY�'.� -� Date -1 t- ) - 7 !o B ding permit expires Date 22! COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — ,Uroville, California 9596576 APPLICATION - Telephone: 534-4541 /L6 APPLICATION AND PERMIT auanv11— icNiwcirtatives UI LIC County of Butte to enter upon the above-mentioned property for inspection purposes. X �(,(1a Q 7.c.�2 Date /- L - Signature of Permitee or Agent it Receipt No. �`��U 1 z White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS By Date, .?, - 3 - wilding permit expires Date /2 —3—� BUILDING Owner �r`/ ` �Q SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor ;EA Total Valuation Mailing Address CLF LO Permit Fee Plan Checking Fee&/or Penalty A d4 f S T han ja. �(o Permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 �i,c-- JA 1 � X if 4,, Water piping 1.50 Each gas water heater or vent 1.50 gg A. P. No. �"'7 �—!�� Z Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Fire Dept. Fire Zone I Use Permit Building sewer 5.00 EQA I Parking Declar tion PlansBld Parcel Map 60' R/W Improvements Lawn sprinkler system 2.00 r�s a Parcel Adpooval PI s�pproval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 _ Main service 100 AMP ORSLESS 5.00 Main service EA. ADD•L too AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service 1OOOEAMP0OR LESS 25.00 Main service EA. ADD•L too AMP 1.00 NEW CONST. DWELLING OCCUP. & OR ADDNS. ( ACC. BLDGS. ) 2¢sgft NEW CONSTR. (MULTI -OUTLET NON-RESID- 1 BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS & NON-RESID, (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name Sty f: �. . MZS1 /14/-CLQ1%-;,,L1f22�!e_YWr� Ex. Occup(OUTLETS OR FIXTURES) BAL 21 og LN 0 Ex. Occup.( OUTLETSIXED AP(RESID,)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 -- License No.��%��1_< Classification �` Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner o as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County OrdinancesAL and State Laws relating to building construction, and hereby OT PER MIT FEE IssO C auanv11— icNiwcirtatives UI LIC County of Butte to enter upon the above-mentioned property for inspection purposes. X �(,(1a Q 7.c.�2 Date /- L - Signature of Permitee or Agent it Receipt No. �`��U 1 z White-D.P.W. – Yellow -Assessor – Pink -Inspector – Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS By Date, .?, - 3 - wilding permit expires Date /2 —3—� �/ ASSOCIATES ENGINEEi21NG CONSULTANTS 2060 PARK AVENUE OROVILLE, CALIFORNIA 95965 PHONE (916) 533.6457 December 1, 1976 James Glander Department of Public Works 7 County Center Drive Oroville, California 95965 Re 765-51 Dear Jim: Compaction test.results.are.encl.osed for mobile home site preparation at Kelly Ridge Estates for: Vasi KRE Unit 2B Lot 54 Riggert KRE Unit, 3 Lot 255 Representative tests indicate that the 90% relative compaction requirement has been satisfied. A location map is attached. Very truly'yours, COOK ASSOCIATES Ai �1 Alan G. Brown. Civil, Engineer_ AGB/cap Enclosures' Client Riggert COO SSOCIATES Project KRE Unit 3 Lot 255 ENGINEERING CONSULTANTS Nuclear in -Place Job No. 76551 2060 PARK AVENUE Moisture Density Test Kimbrell/Martin OROVILLE , CALIFORNIA 95965 Operator ( 91 6) 533 — 64 57 1976 TEST NUMBER I 21 3 4 5 6 7 8 9 10 TEST DATE 11-23 11-29 11-30 lst Lift 2nd Lift 3rd Lift TEST Clet.Wall 41from 51from LOCATION Mid.Pad Wall Wall 4' 2' fill 3' fill fill MODE & DEPTH 811 DT 8" DT 8" DT MOISTURE COUNT 1140 1044 935 MOISTURE COUNT RATIO .802 .736 .661 MOISTURE 14.50/ 13.50/ 12.65 PCF 20.50 16.50 16.25 DENSITY COUNT 263 260 255 DENSITY COUNT RATIO .977 .966 .951 WET DENSITY PCF 131.0 131.50 132.0 DRY DENSITY 16.50/ 118.0/ 119.35/ PCF 110.5 113.0 115.75 % MOISTURE 12.5/ 11.40/ 10.60/ 18.5 16.4 14.00 OPTIMUM DRY DENSITY PCF 130.0 130.0 130.0 % OPTIMUM 12 12 12 MOISTURE % RELATIVE 90/ 91/ 92/ COMPACTION 85 87 69 UA 1 LT J I HIV UAKU DATE MOISTURE 11-23 1421 11-29 1417 11- 1414 UUUN I COMMENT: DENSITY 269 rA V - ITS PkMIT NO. 4158=Hj6E PERMIT EXPIRES 4 ;OWNER Eugene H. Riggert CONTR. owner . LOCATION (A.P. 34-74-63 ) 72 Apache Cir., lot 255, KR#3, Oroville i. QC�� 3D,8t7 Temp. Power Pole Called PG&E _ Temp. Elec. Serv.. Called PG&E _ Temp. Gas Serv. _ Called PG&E _ JOB FINALED (Date) (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS ` BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback IT 17 Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab y Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph sically handicap.1 Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footino ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping OSILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) Owner EW6 E -Ale # . Mai l i ng Address 7 /T r n &go VI LLE , CA COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 /� _ n Q Telephone: 594-4541 C�// / 0 APPLICATION AND PERMIT 45 Ol eGLE _ BUILDING SO. FT. OCC. BUILDING VALUATION o1 4_(,,;;0,� Contractor ® WA/C,e_.1 Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Pn / f�f7 ``E 42 /RGL� Building Address 'M/7 Plan Checking Fee&/or Penalty Permit Fee c PLUMBING No.1 @ PERMIT FILING FEE $3.00 Each Trap 1.50 /�/��, Z19% G 7 tJ /'S �/ 3 41 UlL� Repair drainage or vent piping 1.50 A. P. No. 34-74-_ 4-74 -103 ZaGoning 8� Planning Water piping 1.50 Each gas water heater or vent 1.50 FoeraelSa46epowl Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. ans RecdParcel A royal Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ ELECTRICAL No. @ !S8- % 1ti1 ^ PERMI T FILING FEE $3.00 Main service 600V OR LESS 10o AMP LESS 5.00 Single Family Duplex Mobil Home Others ❑ P ❑ ❑ -L Main service EA. ADD•L 100 AMP 2.50 6 Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 OR ADDNST % ACCLBLDGS. 4) 20sgft LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW. RES!D, MULTI.OU L T CONSTCONTRACTORS .ESID. � BRANCN CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS 6 RES D. SINGLE OUTLET CIR. 4 -NON Ex. Occup{OUTLETS OR FIXTIIRES) 50@25CA BL@10 Ex. Occu FIXED APP LNS. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 DA -6 -exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which re 'res e I t b ' d I' b'I' MECHANICAL iNo. @ PERMIT FILING FEE $3.00 Heating M. i ev ry emp oyer o e Insure against la I lty for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. (;1�certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date Signature ooffQ�Permitee or Ags.. Receipt No. ! V 7' White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Coo I i FEE FEE FEE Ventilation Hood 1 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE $53 This permit is hereby issued under the applicable provisions of the Butt ounty Code and/or resolutions to do work indicated above r hich fees have been paid. 4yD AWPI WORKS �/ Date Building permit expires Date Cd i� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Tel eghorae: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X.Date $i. re of Permitee or e .1011-1 Receipt No. / to 0 92 11 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. i.DIRE,R 0 UBLIC WORKS By / Date e --fl 77 Building permit expires Date e? -7N— F BUILDING Owner SQ. FT. OCC. BUILDING VALUATION 010 Z_ Mailing Address r J e 1 Telephone�tJo. Z (' Fireplace Contractor Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ V Building AddressPLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 1 l Each Trap 1.50 D M v ` ` 1 ►� Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50' A. P. No. �— i Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s ion, FireDept. FireZone Use Permit Building sewer 5.00 EQA Parking Parcel Plans Declaration Parcel Ma P 60' R/W Im roveme is P Lawn sprinkler system 2.00 Bldg. Pla s Recd Parcel Ap vol Plans pproval Permit Fee $ $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 b Main service 6001 OR LESS 5.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others ® OVER 600V Main service 100 AMP OR LESS 25.00 Main service EA. AOD'L 100 AMP 1.00 i NEW CONST. DW L COUP. & OR AODNS. AC ) 2¢sgft NEW CONSTR. M LTI.OUTLET N ON•RESI D. ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS & NON•RESID. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: %' Ex. Occup(OUTLETS OR FIXTURES)@L� BAL@1 Ex. Occu FIXED APPLN5. OR P• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. x ❑ I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ 1 authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X.Date $i. re of Permitee or e .1011-1 Receipt No. / to 0 92 11 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. i.DIRE,R 0 UBLIC WORKS By / Date e --fl 77 Building permit expires Date e? -7N— F r. t ................. ...... . ..... . ........... . ..... . SITE PLAN .......... ...... ................................. ............ . ..... . ........... . .....I MMW docuft this stamp have been ........ . ..... .......... e. 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SEC ---------------� IE- ; 8s 0 92 I I 144 I ; I I I 193 100.00 100.00 O 102.87ci 192 , W °3 SHAD COURT o 145 iso g g 181 26 'Ao �� O O 25 �' 32 116.10 .15Ac .15Ac 34 280 '� 75.42 65.00 65.02 56.00 �� 215 ',4"Yr 278 277 276 275 100.00 100.00 0 .26Ac 17Ac °•s ��• 35 O 58.51 10 C 191 1° �G �-L134 Cv N o 146 0 180 27 Q `5'°� G� 216 '�� .18Ac ---279-- . __.". -�---- ^ - O o _. _o N _ _ �...-.�. _24 _� �° - - --- 16Ac 35Ac M 3 s 4 s _.. 17Ac . iSAc O � .15Ac ^ .15Ac 39 33 36 - 18Ac 100.00 tos. �p 121.60 66.00 65.00 76.00 18Ac �° �p ,a 183 .20AC 73.00 60.00 70.00 147 O O $ so,� 217 ��. 16Ac� d2 7goo 3s o3 273 274 23 � 179 28 � 269 16 31',p0 271 272 N .15Ac 37 1 Z N 268 �J12 2�0 9 0 8 o O 1oa.19 22Ac fid' 218 '��.16Ac� o ^� 10 o " O U 148 ��� yy. 178 9� 13 g 11 t O ^ 16Ac i 6Ac 17Ac 22 .22Ac 38 O 27Ac O .1 55.00 .15A O 29 ,o J 6Ac 64.00 c 5o O cP 216 16Ac ----- J �-.29Ac 4776 .18Ac 65.00 6 100.36 0 0 177 COURT'S 39 115.69 yti' 103.13 .2 1 AC QP 97 146 n P �` 220 0. . 17Ac j SK,ppER 79.64 8161 9 21 ,�¢0 30 ,�° `' �� ry ry S 0 (R- @--------- � 14 267 g � 65.00 261 .24Ac � ,� 176 � _ , 4022Ac 98 m s�78 62.09 B 263 262 hry aBs7 .17Ac 31 221 o�ss g 265 A O 35Ac 266 ` 264 18 m 19 20 ^ 150 21Ac 1�16k 15 0 73 it 74 15Ac^ 17Ac 60.50°` 57 $ .175 g16 .22Ac28Ac@ i .19Ac o1 ses5 120.05 .17AcS 222 .17Ac 65 23Ac ^o. 99 '` 71 P f8 i 75.41 108.82 31.6411 260 A lOAs3 9874 4 2 $ `.` 188.00 B . m 72 151 174 -----------S85'38'33"W �, 71 259 I 28Ac 58 $ 17Ac 55 $ 223 's6j6 -25Ac 68PM84 ' 21Ac 60.00 ! 16Ac ` o0 9726 .103 qg 4 3 .2A , 257 ?23.99 4 c h 1 i 95$ 152 173 �� 6� 229 - ,' 11 - a 13 ?7 01 co + I o W 59 h 54 0 224 9 11 , .39Ac 75 g = 15Ac � 16Ac I 49 �-63Pfv16 440------- � 10026 looso .20Ac 1ss. 163 O .36Ac. 11� 230 ?$ 69-55 256 cd 60 0 172 ,�3¢ los m h 53 m 6 64 0 255 °° 15Ac 225 �6ti 50 O 16Ac �.21Ac 1;5Ac 63 154 'oo2s 10268 ch 45 38Ac N ' 0 3171 O 21 Ac �° 228 = 9- ��16 r'rny6 101.64 m 61 52 0 ,�'y N� $ 231 �. 254 .18Ac lo .18Ac°� 226 62 109.03 08 48 o N 51 .22Ac 112• 46 N 4 s 23Ac .27Ac 9 115.51 guff County Assessor's Map .18Ac KELLY RIDGE ESTATES UNIT N0. 3, 43 MOR 43/48, 26 JULY 1974 `, ook .69 PQ e 22 9896 227 ' 253 X 9 m NOTE Thes parcefs are for assessment puoses rp only and ay not constitute legal parcels. 47 CREATED BYw .18Ac PS CRy9 G� In ON 8-15-2002 5a• REVISED BY D. RElyISED ON 11-13-2002 EFFECTIVE 2003-04 ROLL Previous Book 34, Portion Of Pae 74 Compiled By 1112 Buife County Assessor's Office 69-22 r , r r - 1°=1C0' �kKE SIL J UM h 3 2005 4'-O" 24'-0- 2) 4'-O" 2 1 T YPICA L FOUNDA TION 4" CONC SLAB U// 6x6/lOxIO EU/M 12"x 12" FTG'S U// 04 TOP and BOT. co O m EXTERIOR WALLS 2x4 e l6" 0. C. m/ 7116" LP SMARTSIDE PANELS m/ GROOVES & 8 D.C. 8d GAL V. NAILS 9 6"/12" O.C. UNCONDITIONED SPACE ELEC, PLUMBING BY OTHERS 480 SF 4x12 HDR 4030 HS 4'-O" 8'-O" O in O Ln N r EUTTE COUNTY BUILDING DIVISION. APPROVED Matthew Mc Kisson Architect 1490 Highway 99, Suite B Gridley, California 95948 MITCHELLL'S BUILDING MATERIALS WAREHOUSE P.O. BOX 1038 GRIDLEY, CA 95948-1038 530.846.4409 BUILDING SUMMARY and CODES: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA ELECTRICAL CODE OCCUPANCY GROUP: U-1 TYPE V -N CONSTRUCTION. I STORY BAPPROUD jutI .7 3 2005 LANDES GARAGE KELLY RIDGE OROVILLE, CA FOUNDATION and FLOOR PLAN SHEET I OF 4 2 _O w O 0 4x/2 HDR 4030 HS O in O Ln N r EUTTE COUNTY BUILDING DIVISION. APPROVED Matthew Mc Kisson Architect 1490 Highway 99, Suite B Gridley, California 95948 MITCHELLL'S BUILDING MATERIALS WAREHOUSE P.O. BOX 1038 GRIDLEY, CA 95948-1038 530.846.4409 BUILDING SUMMARY and CODES: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA ELECTRICAL CODE OCCUPANCY GROUP: U-1 TYPE V -N CONSTRUCTION. I STORY BAPPROUD jutI .7 3 2005 LANDES GARAGE KELLY RIDGE OROVILLE, CA FOUNDATION and FLOOR PLAN SHEET I OF 4 m 7/16 OSB SHEETING I ( I ! STAGGERED I I ( I 15# 36" FELT I I I I I I 20 YR GLASS A ROOFING ! I I I i I i I I I S 1� � 14 i I I I � ! I I 2"X4" OUTRIGGERS I j 24" O.C. AT BOTH I GABLE ENDS f7l.1 ! 2" X 4" GV!FMG-U4 74" 0�C. Ar � qM GABLE Err ��SEp ARc,y�r MATTHEW WKISSON C-19423 , � EXP..-. ! I I I I I I l Jerry Mitchell t Mitchell's Building Materials Warehouse 1 I I I P.O. Box 1038 Gridley, CA 9948- BUTTE COUNTY(530) 846544 91038 I I! I I BUILDING ®IVISIO 319 6 /� APPROVED ROOF PLAN u IIIIII�I� I II!li Ili ��li i �,II LEFT ELEVATION 1��I1�1 RIGHT ELEVATION SIDING PANEL 1 x 3 RESAWN TRIM Jerry Mitchell Mitchell's Building Materials Warehouse p.0. Box 1038 Gridley, CA 95948-1038 (530) 846-4409 3� 7/16 OSB SHEETING STAGGERED 15# 36" FELT 20 YR CLASS A ROOFING REAR ELEVATIO `A MATTHEW y+c(ISSCN C -19A23 �xP.S'o7 BUTTE COUI` V r-" BUILDING DIVISO, EL APPROVED viv I s�.�T 3a,&4 EVRTION IIIIII�I� I II!li Ili ��li i �,II LEFT ELEVATION 1��I1�1 RIGHT ELEVATION SIDING PANEL 1 x 3 RESAWN TRIM Jerry Mitchell Mitchell's Building Materials Warehouse p.0. Box 1038 Gridley, CA 95948-1038 (530) 846-4409 3� 7/16 OSB SHEETING STAGGERED 15# 36" FELT 20 YR CLASS A ROOFING REAR ELEVATIO `A MATTHEW y+c(ISSCN C -19A23 �xP.S'o7 BUTTE COUI` V r-" BUILDING DIVISO, EL APPROVED viv I s�.�T 3a,&4 EVRTION 4 7/8 0 L I I I I I '2'-0" 1 3&4 I/2" HEADER NOTCH GLU-LAf FO TOP PLATE LA - 4x4 POST m/ PC44 CAP OSB PANEL LP SMARTSIDE 7/l6" PANEL w/ 8d 3 " E. N. and 6" Inetrmedtate I PANEL EDGE j NAILING I 4 I Z I 0 = co 5111PSON PHD2 UU/ l0- SDS 1/4x3" SCR UUSW and SSTBI6 ANCHOR 0 BOLT A 1/2" DIA. x 12" LONG ANCHOR BOLTS 3rd POINTS BETUIEEN HOLD DOWNS SHEAR PANEL i APA SHTG EDGE NAILING SIMP50N H2.5 CLIP EACH TRUSS 2x4 BLKG TRUSSES ® 24" O.C. 2x4 ® I6"O.C. STUDS 1/2"cOx 10" A.B. w/ 2" SQ.x 3/16" PL WASHER at 6'-0" O.C. o — — — - — — — — — It aOF w •, Q i Q Z �7 F- w? iv Q R. 1211 3" CLR. EXTERIOR I=TCH F ; a i CL SECTION A—A 2 I'11TCHELLL'S BUILDING MATERIALS WAREHOUSE P.O. BOX 1038 GRIDLEY, CA 95948-1035 530.846.4409 4" CONC SLAB pper PLAN w/ 6x6/10x10 EWM 44 CONT. TOP and BOTTOM RUIRPROVED i'._s; 41 rq 1005 WTTHEW M 0SSON C-19423 EXP._jA SET SSTB A.B. at 45 DEGREES Matthew Mc Kisson Architect 1490 Highway 99, Suite B Gridley, California 95948 BUTTE COUNTY APPRO EU KY 1, S HADwic-r, C)KOV%LLf) 5c,66 -ago-o63' &- 1 ; (b 6 E I AfAchF- c (► C E- Ida 661 DQ E - See the attached &akkM Construction Requirements es i tri v/ KAKYL S HA I Z A f Ac- ti f- cit'Lt C)(-OVI�Lf) e -.A I scl 6 ELECTRICAL, MECHANICAL, AND PLUMBING CONSTRUCTION. ( NOT PLAN CHECKED' 7 7 SHALL COMPLY WITH CURRENT EUDON OF NEC, UNIC AND UPC. BUTTE COUNn RUILDING DEPARTMF", P R 0 V c4l 661 DQ E - See the attached &akkM Construction Requirements es i tri v/ KAKYL S HA I Z A f Ac- ti f- cit'Lt C)(-OVI�Lf) e -.A I scl 6 ELECTRICAL, MECHANICAL, AND PLUMBING CONSTRUCTION. ( NOT PLAN CHECKED' 7 7 SHALL COMPLY WITH CURRENT EUDON OF NEC, UNIC AND UPC. BUTTE COUNn RUILDING DEPARTMF", P R 0 V � sp � ,. `� a ` 41x�i�n-Mme!=a.n5..c.Y�t_'h�. trr»� � � MyNF4c«,�ww n,�ewn.W.+r waM�+�.4k.K� �..� .k+r�-bw �+u, w.. :n.�h ,y��M.:M �+m-�b.'i. ._,. wM,.�n �M��1.. �r �'�' "tl ♦ ,.... � moi'. � '�aq,.. �� ..